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Home My WebLink AboutBP21-128 11! � lez =1*0 o F- a Q.. H W a OQ W N Z W �y 1016 uZ N 4 Q W� crra FF J `o Sol W c7 2 W O O U) O c Lt a pW a �Qg Ar w LO Qo IZI N N uj w 7T ' o0 W w i o m ZCN W W 8 " LL W q r �l/ O zi W O O 1 Z 0 Z S Z O m F- o00 � ozoZU* I J o J ct a v, o w\ LLpLL � Z � � � auj-j LL d � W � Q tL VILLAGE OF RYE BROOK WESTCHESTER COLNTY, NEW YORK 23-140 Certificate of ®ccupaucp Shis is to certify that of, y e &00io /V ' having duly filed an application on ADY] I 3, 20 c2.J5 requesting a Certificate of Occupancy for the premises known as, c>?(o3A ' ffaah gid e S,Wee f , Rye Brook,NY, located in a FA74 Zoning District and shown on the most current Tax Map as Section: 135. Block: / Lot: , 3 and having fully/complied withthe requirements of the Building Code and the Zoning Ordinance under Building Permit No. / ' ��U , issued o2 20�� , such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following L —/- New York State Classifications, Use: 7/Q Construction: for the following purposes: U r-)J 7 IYl it ellin O -cached 0CL MOe Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in height shall be made,twr shall th uilding be moved from one location to another until a permit to accomplish such change has been tai o e Bu' mg Inspector. Building Inspector,Village of Rye Brook: Date: SCP 1 1 20T3 VILLAGE OF 0,VE BROOK WESTCHESTER COUNTY, NEW YORK 7- �<>: 23-141 r3? Certificate of ®ccupan.cp This is to certify that - of, �V e �rOd��Al having duly filed an application on 20_QZ,3 requesting a Certificate of Occupancy for the premises known as, C203 j� I for-�-h R►JQe (S-►-ee f , Rye Brook,NY, located in a t—A Zoning District and shown on the most current Tax Map as Section: Block: _Lot: . and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.��— /� , issued J02 20 , such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: 'Q-3 / ge"S Iclej-1-h Q. I Construction: for the following purposes: N EU) S I nq )e �(�1'Y)1 y f�-f�4 (/� I Y) p 44och eol m i l y i n4kCbCdQ�rG�g2 Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises. building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by increasing in height al be made,nor a the building be moved from one location to another until a permit to accomplish such change has been o o the wilding Inspector. S E P i l 1023 Building Inspector,Village of Rye Brook: Date: FF VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEw YORK No: Certificate of (occupancp This is to certify that �� /(mil �/'� is L 0-1 of, N�(, having duly filed an application on IV 20 a 3 requesting a Certificate of Occupancy for the premises known as, r /110 Gf SA-ife�, Rye Brook,NY, located in a FA14 Zoning District and shown on the most current Tax Map as Section: �.3� Block: I Lot: • 3 and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. � U , issued 2007� , such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications,Use: )/ Construction: for the following purposes: IVEW JWQ' Subject to all the privileges, requirements, lim' conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law-for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve s owners or persons from complying with any lawful order issued with the object of maintaining the premises or buildin in a safe and lawful condition. No changes or rearrangement in the structural parts of a building or in the exit facilities s 11 be made, and no enlargement, whether by extending on any side or by increasing' ei tt sh a nor shall e b ilding be moved from one location to another until a permit to accomplish such chan a has btained from e B ildin nspector. Building Inspector,Village of Rye Brook: ate: J N 2 1 2023 __ (.QyC-D . 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE June 21,2023 Pawling Holdings LLC 263 North Ridge Street Rye Brook,New York 10573 Re: 263-A North Ridge Street,Rye Brook,New York 10573 Parcel ID#: 135.35-1-11.3 This document certifies that the work done under Mechanical Permit #23-043 issued on 4/12/2023 for the installation of a new gas furnace, condenser and associated ductwork has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to QyE. R l7 . 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.tyebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE June 21,2023 Pawling Holdings LLC 263 North Ridge Street Rye Brook,New York 10573 Re: 263-B North Ridge Street,Rye Brook,New York 10573 Parcel ID#: 135.35-1-11.3 This document certifies that the work done under Mechanical Permit #23-044 issued on 4/12/2023 for the installation of a new gas furnace,condenser and associated ductwork has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to D �C� COM � For office use nl BUILD = F1 ENT PERMIT# APR - 3 2023 VIL O I R) 1: OK ISSUED: 9 KiNG STRE l I, B w o.x YORK 10573 DATE: VILLAGE OF RYE BROOK -� BUILDING DEPARTMENT y`' " O FEE: PAIDg t APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION *******************4:********+:*Ali*********************************************************************************************** Address: /e ld w-_� �6611nt , .AJU IDS Occupancy/Us Parce ID#: , j��, l'��.: Zone: Owner: Q Address: _' P.E./R.A. or Contractor: Address: p ()L Person in responsible charge: n��s ZZCL Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: 1 ZZa being duly sworn,deposes and says that he/she resides at riot N me oM%4er (No.and eet) in Yv ,in the County of in the State of ,that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equi nt,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ , for the construction or alterationor-7 laloo—, Deponent further states tdt he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duty issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to befo a this Sworn to befor me this day of , 20_yj day of , 20 OZ Signature f rope r Signa V of App t lotaiy Name of Pro erty Owner Print Name of A plicant o ai7t�jyyi6 41ic State of Nw York Nhoary Public, State of New York •`'�� No. 01VE5084028 Qualified. O'iVES084028 s�l�ro,l Qualified in Westchester County Westchester Count Commission Expires August 25,20,� Commission Expires August 25,20z- D ECENEBUILD R ENT For office use onl PERMIT VIL of T21'r: OK ISSUED: 12 APR —3 2023 38 KING STRE llItO( YoRK 10573 DATE: - — 3 R Q FEE: PAID VILLAGE OF RYE BROOK BUILDING DEPARTMENT PPLICATION FoR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION Address: 6V D 5 Occupancy/Us ! arcel ID#: �35 3�• — / _Zone: Owner Z -5Address: P.E./R.A. or Contractor: Address: /U S 9,3 Person in responsible charge: 04 6Q/L5 h4.QA(ZZA--Address: 6 fi Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: /�u�s �rl:/n�ZZGbeing duly swom,deposes and says that he/she resides sl rintN a of icant) (No.and eet) in r �7Z r ,in the County o C��Ci />°� r in the State of that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed a uipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ , for the construction or alteration of. Deponent further states t t he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to befo me this t-" Sworn to before me this day of , 20 _ day of , 20AI„_ Sign of o er Signa a of App i ant lZ ZC-- Print Name of Property Owner rint Na, e of Applicant No ary P1777 .` .. — Nota�A r'JiDlIc. S ate of Newyork Notary Public, State of New York No. C 1 VE5084028 No. 01 VE5084028 Qu;"ifPd in �A/ostchester County Qualified in Westchester County 1/12/2021 Commission Expires August 25,20 '" Commission Expires August 25,20W �yE BR(�k. cu � • �9�2 BUILDING DEPARTMENT UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street. Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: IR5 3 oov\N��"� A� -DATE' PERMIT# ISSUED: U4-1 'SECT: 1 ��LOCK: LOT- � LOCATION: 'L C�1 1 OCCUPANCY: l ❑ Violation Noted THE WORK IS... ❑ PLED , a;FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING YIN OSS CONNECTION AL HER �yE BR(��, cu � '9a2 BUILDING DEPARTMENT BUILDING INSPECTOR -d ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: L I _ DATE: PERMIT# ISSUED:-0-1) ECT: 3 S S BLOCK: LOT: 3 LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION Q NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER a �p * U y M (\� UY•� * o � cl ' rJ * . c v I * u 3 a. �✓1 M 00 * y u C14 I' E U * O O U O " � cj) C{ r �y U 5-4 � O oo ►. A c� w `� co oo ON —co �N bo .r to c' a o o in. BR°U� Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 1982 (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: ZG /f-/, it/ Date: 'i — 44- Name: L / Z Location: y�Al it Permit#: Phone: Email: GQ�Ll9ZZ�l�Oli. �/�' Work being Inspected: M//-' d'ZI A-- Work Inspected is: e: p&'d Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: Diagram: SignaturerA �� QyE BRcbl Q) • 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR QASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK r❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: - PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: C �� `'�' ` n VJ OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... r' ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED [] ' FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��, O�` tim BUILDING DEPARTMENT BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK (❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 2 p a>a DATE: ` Z PERMIT#�� Z� ISSUED:4SECT: 13St-�- BLOCK: LOT: i L l LOCATION: {�'t��JtiT��"t��s. t-�?011�^ll S OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION j" REQUIRED ❑ FOOTING ❑ TOOTING DRAINAGE V FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER rL �- rcL w ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL Z q�zrCL.[�,�-a ❑ OTHER BR(v�. • �9�2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR 'ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.or� - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :— 1 d 1 `�" ' DATE: PERMIT# ` ` ISSUED:_`"-4CT:—L3i5 BLOCK:LOT:_ LOCATION: `w�'�' �� , " C2�"OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... _,ACCEPTED ❑ REJECTED/REINSPECTION ❑ 1TE INSPECTION \�� ' REQUIRED ❑ FOOTING Al FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER t! Ln NN M N \ W � W r x vi u F. w w �. Lfi , 0-4 OH O J .a z N OF Q • O F I = o ►..� A w Ln N a x 4 Y � c o � : V V O w G� A z r cv W '� w >~ V M V a x a N zc r+ z z O D a za � x v a ao ' ool V) �I as a a • ��e}��i*��+��i��i� `'��w�e�:i �e� t��e TM��ii�Ts��b �i�� ii D L yE qR vn0C� , DD BUILI3 „ E MENT OCT 17 2022 VILIsA1� E OF RYE OK VILLAGE OF RYE BROOK 938 K1Nq ET.RYEB Ic,NY 10573 BUILDING DEPARTMENT (914) 939-5801 -.or ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: I— EP#: C�)Q —C�) 0 Approval Date•' UT 18 _ 11 Permit Fee: S Approval Signature: Other: Disapproved: **************************************************************************ees are********* ridable)********** Application dated,J`lo, �c3 2 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment, wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: 3 `1 SBL: 135.35-I-1 I, 3 Zone: 2.Property Owner. i 11V LLc_ Address: Phone#: I c} ' q -q 45 o(o Cell#: mail: 3.Master Electrician: Q-Be-Aa.— Address: Lic.#: �Phone#:9 ly I qg7-1050 Cell#:1A 1ccoAMC) email: A Co 44 Company Name: ict I Ck� kPf tr, r- 1 nr Address: S � 4.Proposed Electrical Work/Fixture Count: STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: �efr A La—,6__A2— being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Co r aLk� for the legal owner and is duly authorized to make and file this application. tect,contractor,agent, The undersigned further states that all statements contained herein are true to the best of his/her knowledge and tbelief,and that any work attorney,etc.) performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code ofthe Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of 20 - day of 20 Signature of Property Owner of plicant Print Name of Property Owner of /cmt Prm Nam of Appli t Q �t c� Notary Public o Public IISA t7IC10CCtO Notary oublk -State Y New YoAt rlp,4819030 Certificate F,te #vOliesicnester Sotrtly Commissiur Expires: '7 13 i snit� w STATE WIDE INSPECTION SERVICES, INC.:i •i0 • SWIS JOB APPLICATION0• • • Office Use Elect.Permit# Date -i. - :``• Bldg Permit# f Sg Ft Plumbing Permit# Final Certificate # City/Village r!_-' ` Zip %- {{ Building Dept. ,. County tj Address 11 Cross Street Section - Block Lot a Owner Name/Address(If different than above) , „ •, ► _ 1 ;( f Contact Number ❑Basement ❑ Ist Fl. ❑2nd FI. ❑3rd FI. ❑More Than 3 FI. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/0 Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven (s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVICE Amperage #Panels IP 3P # Meters # Disconnect ❑Underground ❑ New ❑ Reconnect ❑ Repair ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation cc C � y� �1� ►Y"i.� �� <� i 1�-�-'� �.� � Vic- yJ:t-� '��13.`...�,,,,, J � OCT 17 2022 � VILLAGE OF E BR OK BUILDING This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant, owner or authorized agent agrees to all the above terms and conditions as tset forth for the application. Email Address J'' .,'`wz � x_��t _}ec >' ^ --.4j Name License# ( Date ,r Z- Signature - Address 1� "^fir . : �,1� , City/State �. 't„ \��; Zip Code. L_;C .i tYt F Company —�' Phone# c3 1�, .t � State Wide Inspection Services NOV - 4 2022 1080 Main Street Fishkill, NY 12524 845 202-7224 Phone VILLAGE OF RYE BROOK 914-2194-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING DEPARTMENT Email: ofFice@swisny.com Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: La Bella Electric Inc. Pawling Holdings LLC 145 South Main Street 263 North Ridge Street Port Chester, NY 10573 Rye Brook, NY 10573 Located at: 263 North Ridge Street, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP22-250 135.35 11.3 Certificate Number:2022-7358 Building Permit Number: BP21-128 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 263 North Ridge Street, Rye Brook, NY 10573 The Basement and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 3rd day of November 2022. Name Quantity Rating; Circuit Type Service 01 200AMP Meter 02 Panel 01 Grounding and bonding of service to current codes. C/O Smoke Detectors 02 HVAC Systems 02 Luminaires 12 Switches 04 Washer 01 Dryer 01 State Wide Inspection Services did not perform a Rough inspection (Rough Performed by WREIS). A Visual inspection and Final inspection were conducted only. Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. N c� O N e w N o� w H aeN v r••� (AM �7G. h w z W o U O a w in W y3 Q M �` W C� n H o z � S w W >1 Z Q $ < p a w z < o O w A ^ 00 0 v° z O z W z r ^ 0 4 M �. r z � x � 8 A ° ° w 0-4 Ig O oo OF H Z N z w a z "0 �W g z a Ul °' x 0.0 F-' N a z W a 00a �I a z w = < yBR pECEWE BUIL E \ MENT VEL E OF RYE OK FEB - 9 2022 938 KIND ET RYE� ,NY 10573 (914)9 ' 6 939-5801 VILLAGE OF RYE BROOK or BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westch a ounty Master Electricians License Required FOR OFFICE USE ONLY — EP#: Approval Date: FEB I r�PP Permit Fee: S Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, _c3)' is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment, wiring, fixtures ,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conforPance with all applicableFederal, State,County and Local Codes. I.Address: r/ �1 ('L( � SBL: /.35. 3S—/-11,`3 Zone: -16 2.PropertyOwner: i c l t' �•/+ i'►; �L Address: Phone#: / - Cell #: email: 3.Master Electrician: J Address: Lic.#: I Phone#: - Q6p Cel 6-ZkffO email: ' ' c? N Company Name: 4.Proposed Electrical Work/Fl a Count: ILL73 �e f u STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: --J(O-ar V �A 'dC:— being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the C�t7�i�Qo i� for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this � day of 120 day of Q,-Y 20 ' Signature of Property Owner e of Applicant Print Name of Property Owner PrigNam 77, ' 'Lib Notary Public t4 of Public .iSA DiCM00 nar hate of N w York ;., lStr9o� 1,Jfili.,iS�ri „{es; w " - 7nm { Westchester Rockland Electrical Inspection Services, Inc. � �T Phone: IN595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue �` Fa ' 7-3596 Elmsford, NY 10523 Lo11 MIT NO. TEMP# pq Ali CITY OR VILLAGE ZIP CODE TOWNSHIP 04 36- r"�1OrL STREET AND NO. OLE NUMBER BETWEEN WHAT TWO CROSS STREM IS PREMISES LOCATED SECTION BLOCK LOT OCCUPANT'S NAME G OCCUP#LNCY OWNER'S NAME AND ADDRE - HOME TELEPHONE NUMBER o rt L L CURRENT SUPP� Y _ • FROM THEIR,/ OFFICE WORK TELEPHONE NUMBER (/J7lA( LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT _ DMU \y n: ini 1'FL. 2-FL. I L.Lj FzW 31 FL. VILLAGE OF R E BROOK 1FB—U-1M1NG--N�=MF:?4T REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: 4'e L A e THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPUCANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.WREIS,INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD•0 UNDERGROUND❑ ;1 -L1 /, 17 7 v AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. _ DATE OF APPLICATION SIGNATURE OF APPLIC/ � NAME OF COMPANY TUR X f'�1u '✓i.- ��- STREET ADDRESS j ' ti q 0 O ` / " a 73 LICENSE NO.WHEN APPLICABLE t ■ � N O N ao fl oo W .. a 00 n r W 00 Z o N uz A CN V • H C� w it it A > o O U �a V oo M � M 00 PLO o H Q Z w °z2 ►-� M C7 r, A c� Q C � �"� �E BR � � v L= U �'/ �� BUIL MENT VIL E OF RYE OK AUG - 4 ZO?.2 938 KIN ET RYE B NY 10573 VILLAGE OF RYE BROOK BUILDING, DEPARTMENT .Or PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: —� a PP#: Approval Date: AUG — g Permit Fee: $ Approval Signature: Other: Disapproved: (fees are nun-refundable) Application dated, - is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and 1Local Codes. 1.Address: 2Y 3 NDIA'-\ SBL: 135i36-1'//1 3 Zone:,e/S/ 2.Proposed Work: Ptvfwbim E etc. uxyv— IV1 V h 4oUS1 3.Property Owner: Paw l (,S A ress: 25 ok Nu'sjty Phone#: q;6q. 513,,�rj Cell#: email: I D [A.�M?+ !w L•to wl 4.Master Plumber: Rvy)ek //��&W S _Address: V i w, _ '1r, lA(,v(� Lic.#: 4z3 Phone#:q34 qV 25 Cell#: � [444 email: r� � 'V ,JI(1q Le apb ea Company Name: Q t)VK �'(� Address: Z� �" 0 iv Y INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement �V 1 st Floor ' 2nd Floor 3'd Floor 41 Floor 5's Floor Exterior 5.*List Other Equipment/Provide Details: y i N 1► '7 ` S ►\W MA. VAGQu— UQ OW V WT U yu k-S t,A- Pia�4, Vi (Notarized Signatures Required Next 2 Pages) R/12/2021 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: RC*,eV�- &U& ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states tha (s)he is the legal owner of the property to which this application pertains,or that(s)he is the Ca vidi V m r for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. rd Sworn to before me this 3— Sworn to efore me this A day of 5 ,20 as day Sign e o rope wner Signature of Applican (t L Jdvtes Print Name of Property Owner Print Name of Applicant 4110--pi 1 O er "a f Q to Public UU 01000CIO o Public USIA DICICCCIO NOWY public• Mate of Now York Notary Public- State of New York No 4e!go3o Nc J319C30 Care WWA Re in Westchester Courty. Certificate File in Westchester^.ounty OOonea 7'31 f c�o3tp Commissicn Expre� 0731 This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- 8/12/2021 BUILD f MENT VIL 6F RY OOK AUG _ 4 2022 JD 938 KING � ET RYE BR ,NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT kkkk�:kkkk*kkkkkic�:is ickkkirkkkkkkkxkkkk*kk*kkkkkkk�:kkkkr.kkkkkkkkkkk kickkr.kkkk*�:kkkkkkkkkkkkkk*kkkkkickkkkkkkk AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: Loos , residing at, it Pl lQum,"M& �Yzma)lczi (Print name) Q (Address where you live) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; puuS& , Rye Brook,NY. (.rub Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. — :Y'0'-Y QN of (Signatur Prop Id.Owe e s)) Epu 15 Loi u& (Print?Name of Property Owner(s)) Sworn to before me this day of Rujousk ,20 aAl'W__�_ a- t-(,floe_0_� o f ry Public) USA DICIOCCIO 1 Notary Oubtic - State of New ftJ Nc 4819030 3 Cerlftw.te vile Ir Westchester^.oupV Comm 7 Commission Explrm /3j p�(F, 1 8/12/2021 M w � 6 Y Q 00 � 6S C L Q � '.� r: w xf T ~ V C a0 O C 'Ob H r M cs Q aN M17 C*4A. w \^./ lam'+ ♦ !� V Fri t Q 'f; �, '"i co 0#41 x �-► r € s O00 ►�� Z Q p4 E" Uz � vw G. ON en .. W 0U E o a. M OC c� UF.4 ►* rl zZ .D � �$ o . a . O '$ a h > °r' ONO t NEW Cl. o _ e BUILDI DER TMENT2 VILLAd O R.XEt-BROOK APR -3 2023 938 KING $RO > ,NY 10573 -Q j' VILLAGE OF RYE BROOK ld�1 BUILDING DEPARTMENT i i.::; APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONINNGG EO UIPMEN/T, FOR OFFICE USE ONLY: PERMIT#: / •'/` C>�— C/�/ APR 1 2 2023 Approval Date: Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERNUT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form(Form#C105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$100.00/unit• COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation. (48 hour notice required 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. ***************** * ***************************************************************************** Application dated, is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. I. Address: SBL: 136,56-„ �',[/,3 Zone:14-�7- 14 2. Property Owner: / a- A I& drS ess: �( Phone#: Cell#: 9J��396 o/lOh 4o email: L0 OLD C tryyL.� 3. �[ Contractor: -!> ^ t � Address:�� 44k-- me ,ee�, ��Q-�N44,,0 Phone#: Cell#: 7�3eTfi� email: Iy, 4. Applicant: �GG Address: Phone#: Cell#: email: 5.4 Scope of Work:New Installation Qy•Replacement( )•Removal( )•Other ) 6.y� List Equipment: '��i)ytn 51-AY ��C- ��91 G Y 9& 73 4y7�- (FC, 7. Location of Equipment: 8. �' Method Installati n/Re oval(list all equipment needed to perform job): :4�� GU 1 8/12/2021 STATE O NEW YO K,COUNTY OF WESTCHESTER ) as: being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as V Oplicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,allomey,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. b' Sworn to before me this 4- Sworn to before me this 3 z day of 20 L� day of GL ` ,20 0 &oCr X �u1 Si ture o rop Owner ure o Signatf Appl' ant ` ami 5 3 o r .S'Q/Y/��OQ � o Print Namlo ;e,r,y O r , P ' t Name of Applicant o� Notary JOHN B.COLANGELO Notary Public Notary Public,State of New Yorl< No.4708504 Qualified in Westchester CountJ�L- Commission Expires JUIV 31,2 This application must be properly completed in its,entirety and must include the notarized signature(s)of the legal owner(s)of the subject property, and the'applicant of record in the spaces provided.Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. s 8/12/2021 � w o � a � w I.y�. � F•ynj Uw � a y� � G. v, � � = 00 aoc x u y [ + L W en a .°3 5 .1 pool OH 00 M,.y � � �.J eh �• w t7 v � b a a Z A c� M 00 oo a< v o L c. a W B. 8 .. � 'J.r q a ►Ti c� �-. " Z Z o c fil X � n r W cn z cn Q ] 1 u c12.0 ^ -o c w 7 o � aava c� U U a 14 �z Z M C7 Q C7 y °'•u o E'n z z .. w L ,,,tttyst .yt, BUILDI� � - MENT C6 NE VILI,'A ( BROOK t PSI 938 KING NY 10573 APR '3 2023 VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING,VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERM#: mpc —aq2l Approval Date: A P 2 3 Permit Fee: $ (� Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed&Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance.(Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form(Form#C105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$100.00/unit•COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation. (48 hour notice required 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dateJr-+115 is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the RVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. / 1. Address: / W S S: /35,35. /"� � Zone: 2. Property Owner: / a- p ddress: // Phone#: Cell#: 4 email: J,,LAI 1-40 ZZ 3. Contractor: ! ,A z-2- �a.4--e.,.,Q -( A-to- Address:(V- �1 n,S lY'•�• Phone#- Cell#: I l99V3 5'0 Er email: 7JLWAC C& 4. Applicant- ��yj� Address: Phone#: Cell#: email: 5. Scope of Work:New Installation( )•Replacement( )•Removal( )•Other( ): 6. List Equipment::rzll"501- /L' 2lg-916, 9 7. Location of Equipment: 8. Method of tallati0 emov (list all equipment needed to perform job): 1 8/12/2021 STATE OF�RK,COUNTY OF WESTCHESTER ) as: being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as th licant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day o 20_2?=� day of aCCL , ,20 v Si tore Pr erty Owner gnature of Applica 3 3 '0 o SAY6OQ G�Z.S�� Print N o roperty Own" P ' ame of Applicant 0 o c rn oz ti HN B.COLANGELO Q vi blic,State of New Yodl Notary Public gum m Nota c No.47p8504 m d in Westchester County / c ssion Expires Jute 31. ,7 E m C N 7 O This application must be properly completed in its entirety an must include the no?edna s) of the legal owner(s)of the subject property, and the applicant of record in the spaces provided An application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 8/12/2021 LU V O t - � M CV r- O m -z m ► C c -Z --+ 3 N G) G) < S32fIM 301na3S �t/3Ha3A0� O ET 73 r) cn 1 n � 0 Z ET _ o U O � Q u r !+ � fD m -v � r v, oxc ° rb vi � I � N I � O o0 C� o , w l ll � I S� 00 's 'o s�o � �O^I �'O ---42.50'__ O "y� FIELDSTONE - -- % J — S 70 �s� O 72024'00" E — 9001,/., 56.50' S I om a� i 'Poo II `I s i y Cy'ti oO� 0'11,� ~ O" Y (/� 'F�o, AIti sTo �'ti � �?� �ll s v� cncnpmz '- 'S77o O c�i�Ozm�� '.Fti � N SJ -i ;u m m cti � �'=m 7 \ yZ=O m pZD c S2�o z<mN �A�� z�m cnD�OC �r Z MF" D D X CD N � � w mO � o UO', yco 2� O0? n� F- K �/T Zm� <1 m O,\ ti 7:5, o c�% l<�� • • • • • • • • cDnriz= cnOp 0ic 0 �r)m -U 00z nn =0 rrrr-- NnC �rr> m>z �z> D x =rriZ � m<-1 m Om-I� n = O D Cz Z — C) -i-ip F D �� n Z O TIC rr, -1 S �cn p C 0 mr-i,�mm m m m a �m� m ZCa� o 0= �-v rrl,D T a Z�p TZty XG� Comm `'' a �0� Z m Z�DD OnC-o �„=CI`' r'�70 v,r�,. pZ Q-n r<<.7� ��a �00 O C) Z D vCNC v, Z ZOQ�T ��' m-Icn� vc�Cm ;um�� r— C)m� >aj �rn Z� -�0 03 70-1 OC,�, ��r m�D mCn� Z 0 <ZO ��"'D� O m D m m0 � � �„ Dmv rn O �„ _ m m v,mm -� � D 0 pcnm C m C� > r � w Z m 0 �. 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O M m O w N4A3 Performance Series Air Conditioner TEM A with R-410A Refrigerant Heatm and Cooling Products 1-1/2 To 5 Tons Product Specifications _-- Industry leading Features / Benefits ►` s Efficiency I • 13.0 SEER/11.0 EER(based on tested combination) . Reliability t„■� Non-ozone depleting R-410Arefrigerant i� • Scroll compressor ��'■• TEM�TAll • Internal pressure relief valve '„■. • Internal thermal overload j,. • Filter drier Durability r ■ �� Solid,durable sheet metal construction Dense wire coil guard ,■�. �� Applications • Long—line—up to 250 feet(76.20 m)total equivalent length,up to 200 ,■.. .� feet(60.96 m)condenser above evaporator,or up to 80 ft. (24.38 m) ��e ■.. . evaporator above condenser (See Longline Guide for more information.) • Low ambient(down to with accessory kit Limited Warranty* • 5 year compressor limited warranty • 5 year parts limited warranty(including compressor and coil) — With timely registration,an additional 5 year parts limited warranty (including compressor and coil) ' For owner occupied, residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for other applications N4A3:Product Specifications N 4 A 3 18 A H B 1 0 0 Product Refrigerant Type Nominal Nominal Variations Electrical Supply Sales Engineering Extra Extra Family 4=R-410A A=Air Efficiency Capacity A=Standard Grille(Copper Tube Coil) H=208/230-60 Code Revision Digit Digit Conditioner 3=13 SEER 18=1-1/2 Tons G=Dense Grille(Copper Tube Coil) L=460-3-60 24=2 Tons B=Standard Grille(Aluminum Tube Coil) S=575360 30=2-1/2 Tons L=Dense Grill(Aluminum Tube Coil) 36=3Tons 42=3-1//2 Tons 48=4Tons 60=5 Tons CATALOG ORDERING NUMBERS Phase Size Copper Coll Models Aluminum Coll Models 18 N4A318(A,G)KF N4A318(B,L)KA y 24 N4A324(A,G)KG N4A324(B,L)KA r 30 N4A330(A K N4A330(B,L)KA CL d 36 N4A336 A, K N4A336 B,L KA 42 N4A342(A,G)KN N4A342(B,L)KA y 48 N4A348(A G)KG N4A348(B,L)KA 60 N4A360(A, )KN N4A360(B,L)KA 30 N4A330GHC N/A t 36 N4A336 H,L, B N/A IL 42 4A34 N d 48 N4A348G(H,L,S)B N/A 60 N4A360 (H,L,S)C N/A *.Aluminum models phasing in June 2021-February 2022.Please check with your supplier for availability. STANDARD FEATURES Features 18 24 30 36 42 48 60 R-410A Refrigerant X X X X X X X SEER(Range depending on indoor combination) 13-15 13-15 13-15 13-15 13-14.5 13-15 13-14 Scroll Compressor X X X X X X X Field Installed Filter Drier X X X X X X X Front Seating Service Valves X X X X X X X Internal Pressure Relief Valve X X X X X X X Internal Thermal Overload X X X X X X X Long Line capability X X X X X X X Low Ambient capability with Kit X X X X X X X x-Stea Manufacturer reserves the right to change,at anytime,specifications and designs without notice and without obligations. 2 N4A3:Product Specifications Liquid Line Sizing and Maximum Total Equivalent Lengths for Cooling Only Systems with R-410A Refrigerant: The maximum allowable length of a residential split system depends on the liquid line diameter and vertical separation between indoor and outdoor units. See table below for liquid line sizing and maximum lengths Maximum Total Equivalent Length Outdoor Unit BELOW Indoor Unit Liquid AC with R-410A Refrigerant Maximum Total Equivalent Lengtht: Outdoor unit BELOW Indoor Size Liquid Line Line Dla Vertical Separation ft(m) m. Connection w/Dia 0-5 6-10 11-20 21-30 31-40 41-50 51-60 61-70 71-80 (0-1.5) (1.8-3.0) (3.4-6.1) (6.4-9.1) (9.4-12.2) (12.5-15.2) (15.5-18.3) (18.6-21.3) (21.6-24.4) 1/4 150 150 125 100 100 75 — — — 018 3/8 5116 250* 250* 250* 250* 250* 250* 250* 225* 150 3/8 250• 250* 250* 250* 250* 250* 250* 250- 250* 1/4 75 75 75 50 50 - - - - 024 3/8 5116 250* 250* 250* 250* 250* 225* 175 125 100 3/8 250* 250* 250* 250* 250* 250* 250* 250• 250• 1/4 30 - - - - -- - - - 030 3/8 5/16 175 225• 200 175 125 100 75 - - 3/8 250* 250* 250• 250* 250* 250* 250* 250* 250* 036 3/8 5/16 175 150 150 100 100 100 75 - - 3//8 250* 250* 250* 250* 250* 250* 250* 250* 250• 042 3/8 5/16 125 100 100 75 75 50 - - - 3/8 250* 250• 250* 250* 250* 250* 250• 250- 150 0048 3/8 3/8 250* 250* 250* 250* 250* 250• 230 160 - 080 3/8 3/8 250* 250• 250* 225* 190 150 110 - - •Maximum actual length not to exceed 200 ft(61 m) tTotal equivalent length accounts for losses due to elbows or fitting.See the Long Line Guideline for details. -"=outside acceptable range Maximum Total Equivalent Length Outdoor Unit ABOVE Indoor Unit AC with R-410A Refrigerant Maximum Total Equivalent Lengtht: Outdoor unit ABOVE Indoor Line Diam.-- Liquid Line Liquid Vertical Separation ft(m) Size Connection , w/TXV 25 26-50 51-75 76-100 101-123 126-150 151-175 176-200 (7.6) (7.9-15.2) (15.5-22.9) (23.2-30.5) (30.8-38.1) (38.4-45.7) (46.0-53.3) (53.6-61.0) 1/4 175 250* 250• 250• 250* 250* 250* 250- Ole 3/8 5/16 250* 250* 250* 250* 250* 250* 250* 250* 3/8 250* 250* 250* 250* 250* 250* 250* 250* 1/4 100 125 175 200 1 225• 250* 250* 250* 024 3/8 5/16 250• 250* 250* 250* 250* 250* 250* 250* 318 250- 250* 250* 250* 250* 250* 250* 250* 1/4 30 -- - - - - - - 030 3/8 5/16 250* 250* 250• 250* 250* 250* 250* 250* 3/8 250* 250* 250* 250* 250* 250* 250* 250* 036 3/8 5/16 225* 250* 250* 250* 250* 250- 250* 250* 318 250* 250* 250* 250* 250* 250• 250- 250* 042 3/8 5/16 175 200 250• 250* 250* 250* 2W* 250* 318 250* 250* 250* 250* 250* 250* 250* 250* 048 3/8 318 250* 250* 250- 250* 250* 250• 250* 250* 060 3/8 318 250- 250* 250* 250* 250* 250* 250- 250* •Maximtmt actual length not to exceed 200 ft(61 m) tTotal equivalent length accounts for losses due to elbows or fitting.See the Long Line Guideline for details. "- outside acceptable range Manufaetunrreserves the rlphtto change,at any time,specifications and designs without notice and without obligations. 5 N4A3:Product Specifications Refrigerant Charge Adjustments Liquid Line Size R410A Charge o m 3/8 (Factory charge for lineset=9 oz/266.16 g) Units are factory charged for 15 ft(4.6 m)of 3/8"liquid line*. The factory charge for 3/8"lineset 9 oz. When using other length or diameter liquid lines,charge adjustments are required per the chart above. Charging Formula: [(Lineset oz/ft x total length)—(factory charge for lineset)]=charge adjustment Example 1:System has 15 ft of line set*using existing 1/4"liquid line. What charge adjustment is required? Formula: (.27 oz/ft x 15ft)—(9 oz)=(-4.95)oz. Net result is to remove 4.95 oz of refrigerant from the system Example 2: System has 45 ft of existing 5/16"liquid line.What is the charge adjustment? Formula: (.40 oz/ft.x 45ft)—(9 oz.)=9 oz. Net result is to add 9 oz of refrigerant to the system NOTE:Conditions must be favorable for charging by subcooling method.Indoor temperature must be 70OF to HOOF(21.1OC to 26.70C),and outdoor temperature must be 70OF to 100OF(21.IOC to 37.80C).If outside these conditions,adjust charge for long line sets by weigh-in method. *When applicable. Refer to Physical Data Table in this PD and to the Installation Instructions for more information. LONG LINE APPLICATIONS An application is considered Long Line,when the refrigerant level in the system requires the use of accessories to maintain acceptable refrigerant management for systems reliability. See Accessory Usage Guideline table for required accessories. Defining a system as long line depends on the liquid line diameter,actual length of the tubing,and vertical separation between the indoor and outdoor units. For Air Conditioner systems,the chart below shows when an application is considered Long Line. AC with R410A Refrigerant Long Line Description ft(m)Beyond these lengths,a TXV is required Total Length Outdoor Unit Above or Below Indoor Unit TXV required beyond 50 ft.(15.2 m) TXV required beyond 20 ft.(6.1 m) AC with R410A Refrigerant Long Line Description ft(m)(Beyond these lengths,long line accessories are required) Liquid Line Size I Units On Same Level Outdoor Below Incloor Outdoor Above Indoor 1/4+TXV o accessories needed within allow o accessories neededwithin 175(53.3) lengths allowed lengths 5 + 5. vertiCa or to 1 3/8 + vertical or to a Note: See Residential Piping and Long Line Guideline for details VAPOR LINE SIZING AND COOLING CAPACITY LOSS Acceptable vapor line diameters provide adequate oil return to the compressor while avoiding excessive capacity loss. The suction line diameters shown in the chart below are acceptable for AC systems with R-4I OArefrigerant: Vapor Line Sizing and Cooling Capacity Losses—1-Stage Air Conditioner with R410A Refrigerant Applications Maximum Cooling Capacity Loss o Unit Liquid Line Vapor Line Total Equivalent Line Length ft.(m) Nominal Diameters _ Size(Btuh) Diameters (In.OD 50 25 - _ _ (in.OD) ) (7.9-15.2) (15.5-24.4) (24.7-30.5) (30.8-38.1) (38.4-45.7) (46.0-53.3) (53.6-61.0) (61.3-68.6) (68.9-76.2) 018 3/8 024 318 030 318 -- 036 3/8 042 3/8 048 318 a___3 7J 3!8 Applications in this area may be long line and may have height restrictions. See the Residential Piping and Long Line Guideline. Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 6 N4A3:Product Specifications ACCESSORIES (For Copper Coil Models) Part Number Description Used On Model Size NASA003CH Crankcase Heater for Scroll Compressor(208/230V) 18,24,30,36 NASA001 CH Crankcase Heater for Scroll Compressor(208/230V) 42,48.60 NASA003SC Hard Start Kit(Capacitor&Relay) ALL NASA00201 FS Evaporator Freeze Thermostat ALL NASA403PS Low Pressure Switch,AC,R-410A ALL NASA404PS High Pressure Switch,AC or HP,R-410A ALL NASA001LS' Liquid Line Solenoid Valve,R-410A ALL NASA001TD Time Delay Relay,Indoor Blower ALL NASA00201 WS Winter Start Control ALL NASA001AC Anti-Cycle Timer(5 minute delay) ALL NASA401LA Low Ambient Kit(Pressure Switch),R-410A ALL NASA00201SF Support Feet,4'(102mm)tall(5 blocks) ALL NASA00301SJ Sound Jacket,Compressor 18,24,36 NASA00201SJ Sound Jacket,Compressor 30 NASA00101SJ Sound Jacket,Compressor 42,48,60 NAEA40501TX TXV Kit,R-410A-for use with copper or tin fan coils 18,24 NAEA40601TX TXV Kit,R-410A-for use with copper or tin fan coils 30,36,42 NAEA40701 TX TXV Kit,R-410A-for use with copper or Un fan coils 48,60 NAEB40501TX TXV Kit,R-410A-for use with aluminum coils 18.24 NAEB40601TX TXV Kit,R-410A-for use with aluminum coils 30,36,42 NAEB40701TX TXV Kit,R-410A-for use with aluminum coils 48,60 ACCESSORIES (for Aluminum Coil Models) KIT NUMBER KIT NAME Used on Model Size NASA00201 FS FRZ THERM KIT ALL NASA001TD TIME DELAY KIT ALL NASA401 LA LOW AMBI ENT KIT ALL NASA012SC HARD START KIT 18-48 NASA014SC HARD START KIT 60 NASA001AC CYCLE PROTR KIT ALL NASA00201SF SPRT FEET KIT ALL NASA001SC PTC KIT ALL NASA401LS' SOL VALVE KIT ALL NASA00201WS WINTER ST KIT ALL NASA403PS PRESSURE SW KIT ALL NASA404PS PRESSURE SW KIT ALL NASA00601CH CRKC HTR KIT 18,24,30,36 NASA00501CH CRKC HTR KIT 42,48,60 NAEA40501TX TXV KIT(for use with copper coils) 18,24,30 NAEA40601TX TXV KIT(for use with copper coils) 36,42 NAEA40701TX TXV KIT(for use with copper coils) 48,60 NAEB40501TX TXV KIT(for use with aluminum coils) 18,24,30 NAEB40601TX TXV KIT(for use with aluminum coils) 36,42 NAEB40701TX TXV KIT(for use with aluminum coils) 48,60 NASA00201SJ SOUND BLKT KIT 18,24 NASA00301SJ SOUND BLKT KIT 30,36 NASA00101SJ SOUND BLKT KIT 42,48,60 Do not use Hard uto TXV with Liquid Solenoid Valve Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 7 N4A3:Product Specifications ACCESSORY USAGE GUIDELINE REQUIRED FOR REQUIRED FOR ACCESSORY LOW-AMBIENT COOLING REQUIRED FOR LONG LINE SEA COAST APPLICATIONS APPLICATIONS* APPLICATIONS (Below 55�F/12.8°C) (Within 2 miles/3.22 km) Ball Bearing Fan Motor Standard on single-phase Standard on single-phase Standard on single-phase models models models Compressor Start Assist Capacitor and Relay Yes Yes No Crankcase Heater Yes Yes No Evaporator Freeze Thermostat Yes No No Hard Shut-Off TXV Yes Yes Yes Liquid Line Solenoid Valve No No No Low-ambient Pressure Switch Yes No No Support Feet Recommended No Recommended Winter Start Control Yes# No No *For tubing set lengths between 80 and 200 S.(24.38 and 60.96 m)horizontal or 35 fl.((10.7 m)vertical differential(total equivalent length),refer to the Residential Split-System Longline Application Guideline. #Required if Low Pressure Switch is factory or field installed. Accessory Description and Usage (Listed Alphabetically) 1.Ball-Bearing Fan Motor 6.Low-Ambient Pressure Switch Kit A fan motor with ball bearings which permits speed reduction while A long life pressure switch which is mounted to outdoor unit service maintaining bearing lubrication. valve. It is designed to cycle the outdoor fan motor in order to maintain Usage Guideline: head pressure within normal operating limits(approximately 100 psig to Required on all units when MotorMaster® is used. 225 psig). The control will maintain working head pressure at low-ambient temperatures down to 0°F(-18°C)when properly installed. 2.Compressor Start Assist-Capacitor and Relay Usage Guideline: Start capacitor and relay gives a"hard" boost to compressor motor at A Low-Ambient Pressure Switch must be used when cooling each start operation is used at outdoor temperatures below 55*F(12.8°C). Usage Guideline: 7.Outdoor Air Temperature Sensor Required for reciprocating compressors in the This device enables the thermostat to display the outdoor temperature. following applications: This device is also required to enable special thermostat features such as Long line auxiliary heat lock out. Low ambient cooling Usage Guideline: Hard shut off expansion valve on indoor coil Suggested for use with compatible thermostats. Liquid line solenoid on indoor coil 8.Sound Hood Required for single-phase scroll compressors in the following Wraparound sound reducing cover for the compressor. Reduces the applications: sound level of the compressor. Long line Usage Guideline: Low ambient cooling Suggested when unit is installed closer than 15 ft(4.57 m)to quiet Suggested for all compressors in areas with a history of low voltage areas,bedrooms,etc. problems. Suggested when unit is installed between two houses less than 10 ft 3.Crankcase Heater (3.05 m)apart. An electric resistance heater which mounts to the base of the compressor 9.Support Feet to keep the lubricant warm during off cycles. Improves compressor Four or five stick-on plastic feet that raise the unit 4 in. (101.6 mm) lubrication on restart and minimizes the chance of liquid slugging. above the mounting pad. This allows sand, dirt, and other debris to be Usage Guideline: flushed from the unit base,minimizing corrosion. Required in low ambient cooling applications. Usage Guideline: Required in long line applications. Suggested in the following applications: Suggested in all commercial applications. Coastal installations. 4.Cycle Protector Windy areas or where debris is normally circulating. The cycle protector is designed to prevent compressor short cycling. Rooftop installations. This control provides an approximate 5-minute delay after power to the For improved sound ratings. compressor has been interrupted for any reason,including power outage, protector control trip,thermostat jiggling,or normal cycling. 5.Evaporator Freeze Thermostat An SPST temperature-actuated switch that stops unit operation when evaporator reaches freeze-up conditions. Usage Guideline: Required when low ambient kit has been added. Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 8 WAI Product Specifications Accessory Description and Usage (Listed Alphabetically) Continued 10.Thermostatic Expansion Valve(TXV) 11.Time-Delay Relay A modulating flow-control valve which meters refrigerant liquid flow An SPST delay relay which briefly continues operation of indoor blower rate into the evaporator in response to the superheat of the refrigerant gas motor to provide additional cooling after the compressor cycles off. leaving the evaporator. NOTE:Most indoor unit controls include this feature.For those that do Kit includes valve,adapter tubes,and external equalizer tube.Hard shut not,use the guideline below. off types are available. Usage Guideline: NOTE:When using a hard shut off TXV with single phase reciprocating For improved efficiency ratings for certain combinations of indoor compressors,a Compressor Start Assist Capacitor and Relay is required. and outdoor units.Refer to AHRI Unitary Directory. Usage Guideline: 12.Winter Start Control Required to achieve AHRI ratings in certain equipment This control is designed to alleviate nuisance opening of the combinations.Refer to combination ratings. low-pressure switch by bypassing it for the first 3 minutes of operation. Hard shut off TXV or LLS required in air conditioner long line applications. Required for use on all zoning systems. Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 9 N4A3:Product Specifications AHRI RATINGS For AB RI ratings certificates,please refer to the AHRI directory www.ahridirectory.org Additional ratings and system combinations can be accessed via the Ratings Database here:Tempstar Ratings ELECTRICAL DATA OPER VOLTS* COMPR FAN MAX FUSE" UNIT SIZ V/PH MAX MIN LRA RLA FLA MCA or CKT BRK AMPS 18(A,G)KF 47.5 9.0 0.50 11.8 20 24(A,G)KG 62.9 10.9 0.70 14.3 25 30(A,G)KG 67.8 12.8 0.60 16.6 25 36(A,G)KF 208/230/1 253 197 79.0 13.6 1.10 18.1 30 42(A,G)KN 112.0 17.9 1.10 23.5 40 48(A,G)KG 93.0 18.3 1.40 24.3 40 60(A,G)KN 125.0 22.1 1.40 29.0 50 w 30GHC 58.0 8.3 0.77 11.2 20 36GHB 71.0 10.5 1.40 14.5 20 C g° 42GHA 208/230-3 253 187 88.0 13.5 1.10 18.0 30 0 48GHB 83.1 13.1 1.40 17.8 30 v 60GHC 110.0 16.0 1.40 21.4 30 36GLB 38.0 5.6 0.70 7.7 15 42GLA 460-3 506 414 44.0 6.0 0.60 8.1 15 48GLB 41.0 6.1 0.70 8.3 15 60GLC 52.0 7.8 0.70 10.5 15 36GSB 36.5 3.8 0.50 5.3 15 48GSB 575-3 532 518 33.0 4.4 0.50 6.0 15 60GSC 38.9 5.7 0.50 7.6 15 18(B,L)KA 48.0 8.0 0.50 10.5 15 24(B,L)KA 61.0 10.6 0.70 14.0 20 d 0 30(B.L)KA 67.8 12.8 0.60 16.6 25 E 36(B,L)KA 208/230/1 253 197 79.0 13.6 1.05 18.1 30 ' 0 42(B,L)KA 123.9 19.2 1.40 25.4 40 Q v 48(B,L)KA 93.0 18.3 1.40 24.3 40 60(B,L)KA 127.9 22.2 1.52 29.3 50 •Permissible limits of the voltage range at which the unit will operate satisfactorily. �•Time-Delay fuse. Complies with 2007 requirements of ASHRAE Standards 90.1 FLA -Full Load Amps LRA -Lacked Rotor Amps MCA -Minimum Circuit Amps RLA -Rated Load Amps NOTE:Control circuit is 24-V on all units and requires external power source. Copper wire must be used from service disconnect to unit. All motors/compreason contain internal overload protection. Manuhehrrer reserves the rIgMto dmVe,at any time,specifications and designs without notice and without obligations. 10 N4A3:Product Specifications A-WEIGHTED SOUND POWER (dBA) UNIT SIZE STANDARD TYPICAL OCTAVE BAND SPECTRUM(without tone adjustment) RATING 125 250 500 1000 2000 4000 8000 18 71 49.7 56.5 62.1 67.6 65.2 59.7 53.9 24 74 50.2 60.9 65.5 67.5 65.0 60.7 54.0 30 72 53.6 60.1 65.7 68.3 64.0 60.9 56.5 36 75 57.4 66.4 70.0 70.2 67.6 64.4 58.5 42 78 55.6 66.7 66.6 68.5 65.2 63.1 58.5 48 76 56.4 63.4 69A 70.4 68.9 69.0 60.1 60 79 59.9 65.5 68.2 70.1 68.4 65.4 61.7 NOTE: Tested in compliance with AIUU 270-2008(not listed with Alnu) A-WEIGHTED SOUND POWER (dBA) withSOUND SHIELD UNIT SIZE STANDARD TYPICAL OCTAVE BAND SPECTRUM(without tone adjustment) RATING 125 250 500 1000 2000 4000 8000 18 70 51.0 57..4 62.3 66.3 63.3 58.7 52.3 24 74 51.5 61.6 65.4 66.8 63.9 60.2 53.2 30 72 53.4 60.7 65.5 67.8 63.6 60.4 54.8 36 75 56.8 65.9 69.5 69.4 67.3 63.5 56.1 42 77 56.0 65.1 66.8 68.4 64.8 62.4 56.3 48 75 56.8 63.1 69.4 70.2 67.7 66.3 59.4 60 79 58.1 65.8 67.9 68.7 66.0 62.0 57.0 NOTE: Tested in compliance with AM 270-2008(not listed with AW CHARGING SUBCOOLING (TXV-TYPE EXPANSION DEVICE) UNIT SIZE required su np(Copper t requ re su ng(Aluminum o "F("C) of(,C) INDOOOR 36 -P TXV 48 -P 60 -P '.TXV must be ordered separately when indoor coil is not equipped with a TXV.TXV must be hard-shutoff type. NOTE:Units are rated with 25 ft(7.6 m)of lineset length. See Vapor Line Sizing and Cooling Capacity Loss table when using other sizes and lengths of lineset. Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 11 NQQ:Product apecifica_ § !■ O%qli § § § § § � � ■ ■ ! � ■ ■ ■ ■ , ■ ■ ! - § � ■| ; ; ; ; | | | | l ; ; ; o | 2 � BBB ■ ; § � ■ ■ r ■ ■ ■ 9 / -- , | „ lam . ; ! ■ . « ■ o \ 2 - ` .e - „ » ` „ | � 7 ■ 2 k $ k00, 0 a § | , � , . # , ! ! ■ ! „ | 0 @ B / ■ $ § � ) | k § _ q , , , , ■ ! ■ ■ ■ � . . � l2EEE2E22 � � 22 | . . . . . . . . . . . . { � \- \ ._ Q ■= = rr = = = rrr = = I \\_ ■ | ' | - - ■ | ' - ' | | ' . _ ■� a in § � § ■ 2 ( § § 222 § 2 § m LU ■ | ! | § § § �} -j . < § § § ; ; k2k § k22k z 0 - | ; | | ; | � ■ ; ; g § § § ; § §p ° § ■ ■ ■ ■ - ■ ■ ■ ■ ■ ■ ■ ��_ � ■ � � � § � ■ » tss § k ` � || !;§! 2 - ■ ■ ; ; . ■ , , , . ; ; ©�2; � ■2 � 22 � � § 2222 § �| /2§m -- � �■ � ■ a � . � � � � � � !! _ _ . ■ $ kk a o | ! 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N O N t0 d q v N a 0 .. a N �o d 0 ~ _a 0 q E o tt1 O � o c N N d � U o N CO _T OR v � C O 3 _ E E oo d ttf r M t0 V v N .Z C O 10 o to . v to 41 cc N E of N Z N d Q v N O y to d N V Z a to o m Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 14 N4A3:Product Specifications N" N N N O [ O to N Co Co 0) 0) O) NNM O O O O O OOOO O A M O O O . A N N N N N N N (V N N N N N N N N N CMMD N N N N N N N N N N N N )AO OMf o Cp rp M N pp ��pp M r � OM cOh m Oj C u) C M V LO Ui r CO CO N Cd 01 01 C7 A O N N aM to pp pCpp �(pp M g N N A O O) A O C., A O (o N A N O A IO r M r W M CD (O In IL� V) CD r r r (0 O (O O O N N A O) O) O (0 CD O (o N r r 0 A N a - - A C N C C C N tp NN Cd CD NN O C C O1 N C of r r r r r r r r - - r r N NC r w r r N N — r r N N r N N N N r r N ^ u) M CO CO OD 00 M M M M M W W W W - r r r r r r •- —r r r N N (V (V N N N (V (V CV N (V N N (V H L y C ) ) N) 809 M W M M o N N N 2o0 OA AA C NMOO9 O C N 0 N C C O N .C w Cd N C 4 6 0) N (C C C CS C7 1` W r r r r r r r r r r r r r r r r r r r r r r N N r r r N N U(o MCO aa((OO 'tu7 O M O (O (O (O (O N L. 00) A Ci NA . CD (0N0 (NO NO NNON 'Nt NN nNM N No - - - - - W - NN - NNN W r WNN N lY HUi � k 0) O O O O N M M M IO Co (p (p (p V7 M (D O) o) O 0) 0) M M M CO _ 1O 0 0 CO CD CD Co CO (o CD CDa. (o (D (O O O O O O O O O O O r r r r r a ~ W (o M Co O N Q N A v A (o r O W 0 M CO O CO W W N tO to r CD L C A M O) O M C7 A A Co N N N N A Of N W A M O N 0 M O O N N N NNr a C O - - - — - (O C Cd r - - - - -�Ui �"i Cd N M A (0 N N 4 a0 � N N ❑ A W •r- N N N OD (0 O Cp N 8 C/ (O N N W tO U 0 O) A (O m m 0 /-- CD w Cd 6CD A A N M A � r p p Cj r Of h r r r r r r r r r r r r r N N N N N N N N N N N N N N N W v7 W �` N N M CD A Co t O O) O) 00 Co Co Co CO CD N N N N N O M (O M ❑ . `R �l '7 'r f• A A n t` CD CO CD CD CD CD CD CD CD CD Z U ++ (tO� M M a A tO pppp O CD r N N O N M W CD CD 0) M N M O M 0) 00 1- 0 7 O A CD ('O A (O (0 O N N CD O O O r M m v (O p- 7 11 a � � � A r O d r (•) wi to Cd r 4 N: 1` A N wi CO Cd Cd m to (r) o) r M f` W* NN (N� v CO A M M .� r r r r r r r N r r N N r r r N N 0 — r r a (� OR IR AM O OR MA N N p p0 CD M1.- /, 1- C C w C r A0 0d 6 ('7 CV � r to � N fV C7 V O N r r r r N r r r r N r r r r N N N N N N N N N N N N N N N CO V aCp p� pp op 0. N� N N N t� (h M M M C M (M b O $ r r r r r r r r r r r r r r r r r r r r r r r r r r r r V � 1 L w O CD M OrC r CO N r CO r M r CO 00 r CD d (D 4 Cd (G 1- r W A Cd W N6 CD Cd aD M o w 0N Itr- A 0) M m U) r r r r r r r r r r r r r r r r r r N r r N N r r N N 0. N M M aa (0 A A r O O N O pp O O O O pp O O O) CO o) CD W CD A W CD CD N M O A r (0 CO CD Of CG A r O) CO Cd C 0Cd Cd CO ^ Oi N N A 6 M N N � C M N M A N r r r r N r r r N r r r r N N N N N N N N N N N N N N C } } } } } } �_Q A o) N .}•.A Ol N .}. N }A O) N O) 0 V N O) N (o N N W N CD (7 (y W N Cd 0i CV O N (0 M N O) N (G C7 fV o) N (C l7 0 2' N v A .- — v A —v fc�V r A v.r... CV v A v v fV .r_.A .r....r...CV v A r v O LL N A r N A N A r N A N A N A N A N A N A N A N A N A n (0 C7 (O 1O A f0 C7 to tO A (0 M CO 1O A (0 (O (O A f0 M CO 1O A (0 l+) (O 1O d 20 (0 (D (O t0 (o •ep >< Ln o LO+i Q c� � w U LL � 8 Co 0 Manufacturer reserves the right to dwmpe,at any Urne,speelfludons and designs without nonce and without obligations. 15 N4A3:Product Specifications yN O 00 Co to It m I M O C) 0 0 — r, N W) O CO M N N N Cn 0 CD 0) 0)O O N N N N C) M 00 Co Co 0 C) W Cf W C! O C> M C) O MMMMMMMMMMMMMMM MC9MMMMMC'MMM � •tMMM H ��pp pp pp�� L M to M Cf t0 Of V' t0 OMD. CO O Cf CO) W n N N N t0 N N O O N N M �- N N CO t0 N m It 0) M M M 41 pp C1 tC O u7 CO M ao CO G w p� t� �(pp op O N N N N N N N N N N N N N N N N N N N N N (O M M (D O CO C) O) M V O (O M M to N O_ W W to- 0) CO N N V; o N r` ";I: CO O M N CO N N N .- LL9 V ~ N N N N N N N N N N N N N N N CI) N N N M�Cn N N N N COO N COO COO A A f` W W f` CO f` CO 00 CO CO Oo V' 1C1 M 1p to 1p t0 1q M M LL7 C CV CN CN N CV N CV N CV N CV CV CV N N CM M C7 M M M M m M M M M M M M H p� Cp L N N t0 pp CO O "t to N M p� In In C'7 IA O) V C� M C7) Off O 00 C CO tl9 f` f0 t0 N O M M C) C) A CD r� r� A r� (n Wi gi .6 N N 'd N ci N N t�z N N N N N N N N N N N M tOO N N N e0 th U m tap (� LL v 0 W COO, In A �Mp tto N Y�7 C)M) �tMpO, co 00) W r- M p00p))� N N COO �pM,' OpM), OCMi, ��p CND CMO, 00). q CO C U H Co N N N N N N N N N N N N N N COO M N N N A CNO 8 (9i 9 M W lY O T Cf to M M N N N O T W M O) V' 0 0 0 M n t0 CO OD M M M . to v tt 't 1p M M to u7 t0 �Iq M O M C4 N N N N N W N N N N N N N N N N N N N N N M M M m M M M M M M M M M M M Ca w ~ ++ Co (0Mrnt0000 Ln 0) m � aarnao00Ln0tn L C N f` t0 N M M M M CO 01 N N V O N '�d M A N Cn . a CO 0 M O�Ciri M (O pp g�p ��pQ f• n O M st a- — — � 0 fV fV R nN N N N N N N N N N N N N m M N N N M M N N N M CO LY a tq � /� pp o �p pp i a 0 0 f• � O C) a 'V' Cf � M a O a A r• (O M 8 8 A 2 t0 � A N N t0 Ri, 1, 4 M e+� tC f` A A pppp aa CV CV CV Cp t•t�(-� t0 �y M .� °' N N N N M N N N N M N M M M M M M M M C'7 M M C7 e G1 w to W T j CD u7 b to M O T C) C) W tD CO M M O M O Co n A � r• M m M ZN N N N N M N N N N F M M M M CO Cp Co CO CD 0) to tb O CD M C) C) C)O O N N CV CV N CV N N N N N N CV CV CV N CV N N N N N N N N N N CV CN N L C) (0 O W — to A M 11 M f` N e- Co A O N E CD O N N N N to M to M tpp0 O N(p �p O W 00 V. 4 M O �N�pp — � CCC��O1 N �q I t CO 04 W CO Co CO CO (0A N N N N N N N N N N N N N N f0 CO N N N N N N N N N N CO n � t°drn88 ;z8N ;91*- mAI- CCoov °c$ � a� Nt�oei8aa�o � tIea `a� `es�ti `$ OD . M N�'z N N M N N N N CNO N N N N COO m CMO tN CNO a COO CMM CMO CMO V M N N N U 8 a �_� `8 '8g `Bg � Fioo �"r � � `. . tau`'� `u�3 `t� u`'�it$ u°'i °�70�' Lq 'RR 'R 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N U r t ++ Cp M f` C) N r.- r` p� Cp r P C�pp to a- r` N tp O 1� CV op M N A t0 (0 N C'7 W M A 8 O M N CO CO f• QO � c0Oa O CO N r O d m 0 N N N N A CO CO CO M M 01 0 � CC M G M C.i CO r: N CO N CM N COO c00 (q N N N N N N N N N N N M M N N N tttppp N to t0 A M f` O O Cn P N a ppp C) A A N a f` to O N r• M v O N N O CO c0 Cn t0 M .. N N M O N CO O � to W CO O Co .- a co O U M M o CD so n M O O Co CO aa — M T M � h aa M A O N N a0 O tC CC m M N N N M M N N N M M N N N V M M N M a M M M N C4 M M M M S } } } } } q;tz A G N� O) N .}.n O) O ;t CO V W N 6 M N C) N (C M C) N CO CM C) N O M C) N CC M CV O) N tC c�7 U O LL N (CO C�fN0 If A f�0 ('�(No N f�0 f7 fN0 ff N i�0 C�W LO A CC ('�CCNo Cf A W M(No N ¢q CO (0 t0 CO CO CO � o Q r I an o CV 8 Ki CO ILL Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 16 N4A3:Product Specifications N op M r• f` t0 O t0 In n W V' N N N N O 0) 0) O 0) LHo7 �ytCC 0NNa vN �v Ivpn CIvnpT Avtp �ptv0p �Ivn atv0 LnatvD CvO nv ptve0� �v�0 Av M� �upi� �ui �tptpi �uhi Ntri Ntri �tri- f�tr`i �tri Ntri ppP M N� MON� MtNMip W t0 O . V; aoMIt r' o 0) NNNNnNNN 2 F1 N N N C n7NN Mi M CO a a pp a a W a 0) CO, tN COO_ � A IR Alaa � n ��} p p CD C^D 4'f tG O O Of OOf O COCpp tC) U M t0'O t CMO COO Cl)O M t7 M N C'7 M Cl)0 CCd OO M M t0'O N t07 CEO Cn0 t00 M f0 M M�p M pp Ctpp N pp �p ppp �Mp N O O O O N N N N Ip ICS fN0 f0 Il1 t0 t0 to o v v v v v v v v v v v v v v v v v v v v v v v v v v v v v H v co .- tOOtrQO � m � g � ti> � tro t t{� � o � at .t ao PM � n C@ N N CO N M N COO N N CNO M C^O N N CO M f; lit Of ad O� v O C CS f� N N N M M N N N M M N M M v v U m Z e� a ...O O A�CM N CO CO �CPpp tOtpp '�At7pp ��pp CMD. p�p�� pp CO � iCC�pp pippp 10. tC0�pp0, � � O O f0�, YOY, � � � CO) G 7 M N N t0 l0 M CO CO Q M t0 M M CO CO M V < COO t00 t00 N 9 p C M g W N M a OI M M N M r- r� A t0 t0 CO A A CO W _ tp M to Iw� CO A CO t0 t0 O)P r• A f` O Of O O O O O W M M CO M M C7 M M M M M M M M v M M M C7 v v v W ~ CO Of O CO r` O 9 CO r` to t0 O O CO O A M 0) O m M CO Q' L tPt�� cc�cpO N Of topo pip ��p '�apr 1� N N pN O� tp0� le tt� t0 O N oO N Of Of CNNO V; O CO N f00 N CO M N M M N N N N M M M N N N CO COO N M N M N M M V v Z � i aT9 Im-4 `Qi, a�o � 8 � °r° � C.) t^ 0� a0—q �it� gt� v � OM; t� F �iv °� � W � c� i V � � A � It � a V)V) AW4 � � V � r aa a� W tNV t�pp ttpp C Z U ; COO, N N N N t0 � M C7 N 4 M V c00 t� VO' t00 L> 1� tC) t00 tN0 tN0 tNO. C O o M M M M M M CO) M M M M CO M M M tM M M M M M M M M M M M M M M U U • v (/) +F 0 0 0 t0 CO t0 to O N f` O t0 a 0) M t0 m O O O M M to a to O Opp) f` fttp�p tip r*t "t - CD N ta0 � O q .-- CoOp fp�� ttp0 N �Np t0 M Co r- N N tOD M �j O t0 N CO N M CO COO COO N CO N V .. N (�f N N N CO M N N CO 0 C7 _ pp pp pp�� d' CO a p tp �pM N O O 10 t0 CO f• p ^ e- N O' O pN Ol M N to Of to O N VLO C O O N N -e COO a V 'i! V t0 7 a O V V V v V L Q. p p pp�� pp pppp CCpp CCpp pp�� pp�� CCpp O O O N 0 0 0 N 0 0 0 CO f` to . -: M tZ. Of Of Of 01 � O � � � � � � N N N N N p N N N N M M M M N M M M M M M M M M M M M M M M M M M M M C) t L 4+ ++ m 0)2 ^ 0 O Aa pp �a V �N CO d MCM V f: V C � Ci vtNM V N M M V N M t'O •V V Q M O N N tT a 08 v W e- 0 W O O O CO CO 01 N O M t0 t0 Of CO N v t0 0 O M CO CD O f� M I- U1 t0 Lq N q N CO O r� t0 I- e0 O rl °D � vVe00avvvvt� vvvv - v4 4vu�, vvv � t� vvvv W N o; ol '6 mNtdvamNtdv � wnCdviF4 td6 rn � tdM `��N h N W N N f` W 2 W to h W C7 t0 1A h t0 M t0 1p r� fD � tp to 1� t0 � t0 to 1� t0 Co t0 49 � O t0 t0 t0 y U N W) N Manufacturer reserves the right to change,at any time,spect nations and designs without notice and without obligations. 17 N4A3:Product Specifications fA� N - - - - M t0 N N N M t0 N 7 M M M M Iq � � v, a t0 NIq Ot0 t0 to to CO W CO CO Wt0 to Wt0 CID WH �tpp 11�n 11�n pp p� 1� 1� L p ippp 0) CO N 01 I(� In t�0 EO M O O COO N N, 7 C pppp ttpp pp pp�� t� p p M 0) M In 1-_ pppp t0 O O t0 r- M M O.$ O A In lO O IO th O O 01 PI: N V Invvvt`�ile ° vv `I°n vlLnu� g yj SC^OEND228conRaa M M M In O �mi�Wi N tO N (0 to tO tri ui H • .r pp ttpp pp�� pppp A .� L N M 07 �p A C tV tV C r- th M* lM ap M M M VOMVVWW a Ill 10 N pOp W i O $— r- CO N h 0) 00 LO O h A M N CO O O V M 01 N O ED O tD n A M to O e- r- w � Eo ED t0 t0 a EO ED W N 01 O O N N N N IA MNt 't .� lL to Ili to to Iri to tci to Iri LO to Ili W to a � w {{}} M O r N O t0 O M t0 M Ol NM vt. L C A In EPEpp N M W N a N h 1E�D a I P"t 1r,�Z CO (ry M t00 �7 tNO IO of to tl') .7 .a Zt� oo a pppp a v W tC1 00 O M N t0 N N OMf. END � n CM,, N Jo � Mvi° a "Irk "Ir� llt� lto °af3t� I� t�it`ooI°� I'oOI'oottoo wok O w z 9 UJ V ED A tp N I1lni O) O M M O O O �+ f7 t0 A t0 t0 tO W OD 1,O n O 01 01 0) q .� C Z V V V V V V V .4 4 M V 4 4 bv�i3 y L H vo (Dp1p In m rnpprn W 000) w � A t0 Of t0 M 4) N 01 O to ' c 2U9Aaa � �i a c p�p� ^ IO tD t0 CO M EO 0) CM 9 - a 0) •O v LO O t0 M tO r- r-- t0 t0 f` 00 EO ED G'�N • V CID t0 Ill LO tD t0 IO In LO CO 0 » p p 9 O� appp a I{nn t{on tton 'V p Q N M N N N N R tM7 A M C1 In V; •Y 'tF I�I i a ' v v L boo ++ M M n O LO to 88 V 2 VW Lr-O 01NEt8 � � �' � oo �a m m t7 tC t0 �Uri 14 EO n tD iC O O o p u 2 tq v v in to M v v lei In M -W le to to Eqr 9 w 3 N r s °Wp 3 Q t+j 6W in V tM0 A Ln 121 ru-I � EMD A a U ID� ~ Go t`�otO7it°�i `u� to CO °rit°Pi � c� (0Coo000 � g� g�� to g .O a rn N tO M l ry� CDN 6 6 lry�t 6 N ro 6 � � •a g 3,55�3 O LL N P N � N A ��''N � N A N P o u U u ACT U H n t0 M t0 In t0 l9 0 LO 1- 0 M t0 to b i�CO �u qQ (O f0 y o .O.a'9. 8yaW Q CNI i }V Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 18 N4A3:Product Specifications p tyNNt� NNNNNNNNNNN Sgq � mwmm � W� a W m � �., m `S � � � � � `v3nhwu� �iSS2 ,S ppN N N N N N tV N lV N N N N N N N N N N N fV N N N N N N N N N I M 1 V! t7 t+! 6 Oi Ci tf ti 6 14 6 tj Nm 5! c N Hl f4 `r 4 cd 1z � O�G C' N 0 W SC aIdC O`r a�CN h N Om tSroH P �■• 'qN oerAi, �+. g `ra, NBm � �in � � vAi, � m � m � vry� nm S, S nyt• 7Vw6 a�r��eVj}Ys ••• pm-6N0mAOhhat qqt9ANhttaYYmW7Ci�ll, $mWOYAOr•1N(OrmOeQNCmWO�l YWWeNONmO>!QfyNalAmpO7�jj t�'�mnHN�pttOOp0rii, m'Qmt.aYAONC7-f MmHtVOmYAO0 t�tfmOmAOAO0pi, trOmHYpVhVNOfj mlmN1lONAmV(•11 toOpt<lO�A0o�l m$AWOt'mYln+l nWpOtCvOm�pfi •• NmNtN�NONNVS NtW1NRNONm•.11 aQH�N'��m'O}}NOpom�mNtNAD aNrNrANNAm'.?1 NtYmNtrNryNNfN+0i 1 l<roNNtAryaVDG NNAv�G�G0mlN'mhi lNNoN1pN0�tm(VV!NfNNQoWNGtNmmA+f NY�t�NNNn�qOYN�Oi WmNNrmmONti0 NHmy�tGGNtpS7G NNHNNNOAN lN(NON�OWmS pV •• �ttNNOAtvNyo.!i�lN�NNttW!ANOmp7oi7l,ONvNVaCAaamANNOtef�°eNmNNtONmmWnV O�N NpVD' `NHtm�QN�aaCNOOmeNaYO1�i,aNON1NmNOvFYAMN?.lii NHpNONNmNutSA�N•i3i1,N�NOip�WO1poNNmmmNNMsO,N9ft�mN&ONymNNOtryN NAutNN�NtNSN{tmmm Pl th :f V Ol mO^ I; N N N O C4N tV N N N N N N N N N N N N N N N N N tV t M ti t I ti ti 'i 7 2 � A A I w N GNmNA O A N N N N N N N N N N N NO G NN N N N N N N NIn o Wv N o a �� W4 � 0 W W W " � � � IVr-- m 14 1 m Ct N N G F WN N N N NNN ND ir o gpQNCNSNAvNtNmmoNaNAt++>,ilfj J N F. W� Al9 6 mCD Wto tO N tW.f ft! 0 al A x pN N N p 'NN! NN NN ON NN mN N N ti YN ON N N Ot+1 N N mA � V W a O WA.6 .6 m NNN p N N N p N N N N j' g g v a a a a 4 434 °�, a v • m m mmmm a NW, NW, eNi, " m •r v n v o W W m m O O t� t+f t+� O All NNNNNNNALB2 `AA N N tV eV N eV N N N N N lV lV N N U $ .. m A A A t�i o o toy „ t�{ tvd, nWi, m °r° t�i, m U1, a `�, r' ro t°Yi, a m e°�i. tgi. N q gi, 14 ry m n o Z 0pGpp O�� 7 mm o W NN O� a� N eNp p� N N m N N pN{Nyam N N pN N � N pN N pN A 0 f7 O � � N m N A N N N N N N N N N N N N N N N I N N N N eN+! N N N N tN+) N N N N J Q �f N m A A A A m W W W p m A A A W O P! O C Y Y a l.! V1 C7 t7 g m m m m •' YS N N N N N N N N N N N - - - — H m — m m m A A - P A A A A A O O O O O O O O O O CON N N N N N N N N N N N N N N W U N m 0 W O O Y N r A N W YNf A O Cp ry .N- Q A W14 6 0 N N N N m m N N m N N N N N N N N m N N N N Ua Wq p pp p m Nt� OO mm q m �y q W p a p O OND tA�i U M Ol N T Y n H m V N O m OWf. .�- O (iAyO pO W Yl N {tty7y . l+l th l� tt�ty+D�, CONpD, A rr nn F N W A A m N W A A A N ' m m m N N N N N NNNNARNMANA t� Cqi N N N tq N N N N eel t+l N N N V CR z QWLL C,yLV YWv ryH^� �:.O....N�f Sryam .ItG..N...N�YO..i. W.... NNL` O t�y .htG..W...NO 14 C U) ' AO r m Pt.D... W....r m H m N N m H m H A m C>' m i( A m eH m N A OAD Cf aND N G U 0 m 0 0 W i ua C Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 19 N4A3:Product Specifications � I"., pl: 1% pl: adR o88 288888 V O O Y f Y Y Y Y Y Y Y r � f Y Y O Y f f O f O 0 Y O f f Y vi ,ri N ,ri Ofl vi vi vi Yf ,ri ui vi vi h eri • a nm NW eNm p mtN0 N pma0 Nm ry Nf Nln�l, ♦WO, NY NQ RN BN N pt+/ �N °3eN+�l 3HaaS! Stp7i �N N•? o�Np RIQ xR ;Ev 3 F iNNa aNmNA 9 A 0S2 0 N � V pp m O O In N N Y N N N r !7 m O A m O Y IY�, Yf l� ry 0 0 OD ry ry • Op pp p yy�l pp p� mO m p pmp op tttyyy pp �Opp a ♦ a pp a yN� ♦Y m m F lel N N N N O.1 N N N N t+i N N N N CM M e7 N t•1 t7 lh e+l lh N tl! l7 f l7 to ti f M l•! N f N l✓7 t+! t0 R aD m Obi N m m m Q N N N N Pl N ry a`! aY ie! t l t+f tel N ♦ O Y V O O 00 W di 0 0 0 6 0 W 16 0 0 }} N M ,+) Hl Hl lh Hl Ol Ol !f t7 Pl Ol M Ol O O f f f f f O O Y Y O f �f Yl Y O f f In Ifl m ui vi N NW H ¢ F!`�. •► e°� ryanry � e4; "ae{, eo, o � 9l is RS3Rm � $ ".F, 3 m N $ ryry IX,I$, � � iR ryrm�, � � rY., �j A Yi! oNF1 � P9 �' NfB £9R98i0Ra i3XiNFlRNNi6RRpf8N � � Ri9 � fi3F3NFti9 � ; SOFl � fi2 �i N A N e9 e�i, m� `Yu�f ♦N ,♦m`I tN� °m�, m�i {��i Q�p �eIm f tmN.l aN �Ny (+NJ lN� N t�f pNp mN mN N 1N� N t�l N pN tq�! �eN�pl mM mN (A (A �NN�I INS INS N A 9 3 A f t��f N 9 9 f M t+l f O f Y Y Nm O i . I I OI m I N `ell 0 0 0 0 0 f O O f � � INIf. 1!{ vt If/ m 21 N 8 ei ei of nl a7 en en n en n ei ni ei ni t7 Ol t7 t•! to en ei en eq M Hl v e T Y Y Y Y Y f f f f Y Y Y Y v v O v W O 4 pp 9 m NN f pp op NA NeG q N 6 A e.l tY !� 1� N N pl N I$ t.! . N eQi N i7i e N el e4i n 8 N Ix tN•1 g $ N N l•1 N N N Y Q } m& 8883RF3R86Msalee RR V :E R:28 9128a & R f� FA08 3 $ RA15t �2+ 99FI9529isll$ 9i9 Mx :Wpis3838l � e0 °0014A9944ASSS W Z 00oam 0F1 GR Si RIMRn 'n >a; RR88m8888nn YNo00 F! $ mb` S88Rg � � � � � si vi of ei ei e•i vi N wi N wi vi ni vi A vi a' e•i M vi vi wi ri ei of ei ei e•i N ei a ei ei of e•i v � v a e e a a � a Z O V A A N A O m a W ry o gi, • Rl, �i, m ry i3i, iQ n n ry in m m le o m o N a o en�l m 8 ry m ry 'i ry� r.o� g m �n n Y v pq� �ey� �{pp pp o eppp pp a N N N N e? OI N N N N N N N N N l+! N N N M eml N N N M N N l7 N lnl l+l N Vl ell N N l7 Nl lh ` N !7 O Y J W y Q $ �NmlAel, m �i, n 1rp el m n n h ep ry 7NNnA N eX R 8 to f e°9i tel 8 8 Y Pl 8 8 8 Y 8 t7 en n Y f V g M Y f a f g f � f f Y J � �l ey �y p �p �Opp a♦ ee.�I ppll . f ♦ t� �+l �+l �l ♦ ♦ f o p p q O N aD R R Ol 8 tD !AO i0 W m W P ry N m m m N N N ry e�j eX, !1 i$ tq ix % H S Yf m m m m 0 8 8 m m m fV eV eV eV eV N N IV lV eV N N N eV lV V! t7 Of eel Ol N N t l l+l t7 t7 ell l•l Nl Ol lh eh 07 Al lel Hl e•j e7 fel Ol !1 lh l+l l l M U .• p i$ n ��Nl �Bl ., {o�q In emesrl romm o p� m ��011 yrymp im., e°p'o, g e�, m o Coro fop V SZ N N N tOel eN�l N N N t7 N N N N {�'! Nl N N N l+l 1.1 N th N Hl N, N l7 tef I tml N N N Nl O N eN+l M O N eel e l Y L � Eggs erl m eel m a m m N14 tp tp p q �p �.l pp eel _ 1m4 mO �ml �Nl W OD mO a♦^- ♦O emes�l papD ♦Na ONl yO� R p CD O OnD ��(fl O Q Im•�m), mYm mO O{ mWm f qq aNa m� 9 9 Y tmmp tNe�rl t+Oer/l m h m a 7 G N N N N 7 M N • e7 m N f 119 Y O N f tl l7 M N f O f Y N f f f Y n Y J Q € m m A A A Sasso, m A 188383 8 ♦ ♦ ♦ IN m m m m f f N 9 t7 ;yV^,Z' 4 N m N m 4D N N N N N N m m m 999 m m N W Qi N m O O O O O N N N N N N N t9 NNNNNNNNNNNNNNN NNNNNNNN N N ni ei ni 14 ei vi ei ai e5 aiH 6 �i 1 ei eb e•i �i 66 W p $ (�p3 $ °♦' ��y �� y �� mo � y� mm � p� ��e (mOp� p� m� ry� mm� � � �3 �glp� m � �m3 �♦, ��1 �31 N N N Pl tel N N N R 8 N N N 8 8 N N N eYi tef N 8 N 8 e°Dn N n M 3 S ie R r'o 8 e N 8 S N eel eel Y Y a Q +Q . m m M m^ m N N N m Ce Y♦ A N m p m �p N m m N N n N N m y. tt�� Em. m . 24 !a n {y U ■ a � A N n � N n m l7 m m Y S m b IA O m l� OI m m n m i0 m m T M A Q m 8 lh � EO f0 S3a < � 2 tt rr O �.� .. N f r W V nmNY $rye F;m v nmryY ry m eYro � ei e`166 mnm � mry ro b w ry ed � mc4 m14 ro � o`f Ned ' mnm � A m i0 H A m R m N A m eel ONO b A 4nD m m h A m l7 m h A tp t7 m N No t7 m b A m l7 m h A OD m N Uc (O f0 OD OD fD O W J W G Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 20 N4A3:Product Spedflcations IC z It 8mAl2m 2N Q ep t�py, ;: 2 2 A A m O A 29 514 `a3 $ $ 4a 3 V pp 4q�� a q'Y 1414N mmmmmmmad o �c au ae aemm o y > o o � e �u � � umi u� m u rrq p� tip; � o 0 oro i� eap e�p eo � n vWi Yf Yf N Y! N YI N 1f1 h 6 Y! N Yf �f �Ipp t{Vy Go m a C b cD .x3 m Fp4 mmm m O �y�Iy N f Q y Oy�� !I qA N A m 'O (yy t� m pp pO (mp (mp �� • to I� � � � � tl IA R f O �N A iA �. 9lSl � � 8x53 � � 93x � P1 �� W � YI IA N N Ifl N 1f/ N IA N If) IA Y! Yf N V�� Z bey ai temp ♦ m �y ��_+� U n O D $ aD Y) N acq (� e1j �e $ v �nyi � � � 3iF � 3v4 R wUU o W u W u- CA C Cy9 `� 9 O n 3 � mo3ffi � O a r G ieiav ♦ eeoeveYv . K « � �� m � ♦na m�m I�IAA {r�{r�� <e< rm�m�, n mrym mrym ImTmi, I�A�ypp `Id CCaev� y.. U 1A�pp l+pf (e��ppi �1A� I♦♦� 10 W� pmp frp t� aR O m�m �tmA�p� a�1^p N aR T JO O m N If/ N m N IA N m m IAA N N L U[in J q g � 8 N .r e v e + e a v i e v a Y e e • W_ � � b.9 F' y s9.�" 8 .�� •� p A a V � � m� iPi• poi �Np ma i� a� m � g � pa On ry Go .U�W ps,� ��'J' •� H °a8 °' 00 f° °1m IO N N N OA t0 m m p A m 8'g `� 8 Z �w� � _ { pgaw O Y A (y T W ll�Vry{ IZ fL V W L r ^v C A L H ��a7 pip 'O T7 V WUL �aAo � muAinm � rovAf � ml� min 3�`-'.�.w9 S'RWR YiU 4� y �3 � W a �a: g °3 °c�9 1, � a LU y isl W Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 21 N4A3:Product Specifications CONDENSER ONLY RATINGS* (Copper Coil Models) SST CONDENSER ENTERING AIR TEMPERATURES°F(°C) 55 12.78) 65 18.33 75 23.89 85 29.44 95 35.0 105 40.56 115 46.11 30 TCG 16.90 15.70 14.60 13.60 12.60 10.50 V7. SDT 71.20 79.70 88.40 97.90 107.30 126.60(-1.11) KW 0.88 0.99 1.10 1.24 1.39 1.78 35 TCG 18.60 17.40 16.20 15.10 14.00 11.80(1.5 SDT 71.50 80.80 89.50 98.90 108.20 127AO KW 0.86 0.98 1.10 1.24 1.40 1.78 40 TCG 20.40 19.10 17.90 16.70 15.60 13.20 11.80 (4.44) SDT 73.50 81.90 90.60 99.90 109.20 128.70 137.60 KW 0.87 0.98 1.10 1.24 1.40 1.80 2.03 45 T 22.20 20.90 19.60 18.40 17.20 14.60 13.20 73.40 83.10 91.70 101.00 11 .30 129.40 138.50(7.22) KW 0.84 0.97 1.09 1.24 1.40 1.80 2.04 50 TCG 24.10 22.70 21.40 20.20 18.90 16.20 14.60 (10.0) SDT 74.30 83.50 92.80 102.10 111.40 130.40 139.50 KW 0.83 0.95 1.09 1.24 1.40 1.81 2.04 55 TC 26.10 24.70 23.40 22.00 20.60 17.80 16.10 (12.78) SDT 75.50 84.80 94.00 103.30 112.50 131.50 140.30 KW 0.81 0.94 1.08 1.23 1.40 1.81 2.04 30 TCG 18.60 18.00 17.40 16.60 15.80 14.90 13.80 (-1.11) SDT 78.20 87.90 97.80 107.70 117. 0 127.80 138.10 KW 1.03 1.19 1.39 1.61 1.8 2.19 2.57 35 TCG 20.60 20.00 19.30 18.50 17.60 16.60 15.40 (1.67) SDT 79.80 89.50 99.30 109.10 119.10 129.20 139.30 KW 1.04 1.20 1.39 1.62 1.89 2.21 2.59 40 TCG 22.70 22.10 21.30 20.50 19.50 18.40 17.20 (4.44) SDT 81.40 91.10 100.80 110.60 120.50 130.50 140.40 KW 1.04 1.21 1.40 1.64 1.91 2.23 2.60 45 TCG 25.00 24.30 23.50 22.60 21.60 20A0 19.10 (7.22) SDT 83.10 92.80 102.40 112.10 121.90 131.80 141.60 KW 1.04 1.21 1.41 1.65 1.92 2.24 2.62 50 TCG 27.50 26.70 25.80 24.90 23.80 22.50 21.10 (10.0) SDT 84.90 94.50 104.00 113.60 123.30 133.10 142.70 KW 1.05 1.22 1.42 1.66 1.93 2.26 2.63 55 TCG 30.10 29.30 28.30 1 27. 26.10 24.80 23. 0 (12.78) SDT 86.70 96.20 105.70 115.20 124.80 134.40 143.90 KW 1.05 1.22 1.43 1.66 1.94 2.27 2.64 30 TC 26.40 24.90 23.20 21.70 20.20 18.70 17.10 (-1.11) SDT 71.50 80.00 88.80 98.10 107.40 116.70 126.00 KW 1.43 1.58 1.75 1.95 2.18 2.44 2.74 35 TCG 28.80 27.50 25.50 23.90 22.20 20.60 19.20 (1.67) SDT 71.70 81.30 89.90 99.20 108.40 117.70 127.20 KW 1.41 1.58 1.75 1.96 2.19 2.45 2.76 40 TCG 31.90 29.60 27.90 26.20 24.40 22.60 20.70 (4.44) SDT 73.40 82.00 91.20 100.30 109.50 118.70 127.90 KW 1.42 1.57 1.76 1.96 2.20 2.46 2.77 45 TCG 34.60 32.60 30.50 28.60 26.60 24.60 23.30 (7.22) SDT 74.50 83.50 92.50 101.60 110.70 119.70 129.40 KW 1.42 1.58 1.76 1.97 2.20 2.47 2.80 50 TCG 37.40 35.60 33.40 31.10 29.00 26.70 25.40 (10.0) SDT 75.80 85.00 94.00 102.90 111.90 120.90 130.50 KW 1.41 1.59 1.77 1.97 2.21 2.48 2.81 55 TCG 40.80 38.60 36.10 33.80 31.50 29.10 28.00 (12 78) SDT 77.50 86.50 95.30 104.30 113.20 122.10 132.00 KW 1.41 1.59 1.77 1.98 2.22 2.49 2.83 Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 22 N4A3:Product Specifications CONDENSER ONLY RATINGS* (Copper Coil Models) (Continued) SST CONDENSER ENTERING AIR TEMPERATURES°F(°C) °F(°C) 55(12.78) 65(18.33) 75(23.89) 85(29.44) 95(35.0) 105(40.56) 115(46.11) T G 30.70 28.50 26.70 25.10 23.50 21.90 20.00 30 SDT 70.70 80.00 89.40 98.80 108.20 117.60 127.00 KW 1.61 1.94 2.21 2.47 2.73 3.03 3.41 35 TCG 33.70 31.40 29.50 27.80 26.10 24.30 22.20 (1.67) SDT 71.80 81.10 90.40 99.80 109.20 118.50 127.80 KW 1.58 1.91 2.19 2.45 2.72 3.03 3.41 40 TCG 36.90 34.60 32.50 30.70 28.80 26.80 24.60 DT 72.90 82.20 91.50 100.90 110.20 119.40 128.60(4.44) KW 1.55 1.89 2.17 2.44 2.71 3.02 3.41 45 TCG 40.40 37.90 35.80 33.80 31.70 29.50 27.10 (7.22) SDT 74.20 83.40 92.70 102.00 111.20 120.40 129.50 KW 1.53 1.87 2.16 2.43 2.71 3.03 3.41 50 TCG 44.20 41.60 39.30 3 .10 34.80 32.40 29.80 (10.0) SDT 75.50 84.70 94. 0 1 112.30 121.40 130.50 KW 1.52 1.86 2.16 2.44 2.72 3.04 3.43 55 TCG 48.20 45.50 43.00 40.60 38.10 35.50 32.60 (12.78) SDT 77.00 86.10 95.30 104.40 113.50 122.50 131.50 KW 1.52 1.87 2.17 2.45 2.74 3.07 3.46 30 TCG 38.00 36.00 33.90 31.90 29.70 1 27.60 25.30 SDT 73.20 82.30 91.40 100.60 109.80 119.10 128.40 KW 1.95 2.20 2.48 2.80 3.14 3.53 3.95 35 TCG 41.90 39.70 37.40 35.10 32.80 30.50 28.00 (167) SDT 74.80 83.70 92.80 101.90 111.00 120.20 129.40 KW 1.97 2.22 2.50 2.81 3.16 IN 3.97 40 TCG 46.00 43.60 41.10 38.70 36.20 33.60 30.90 (4.44) SDT 76.40 85.20 94.20 103.20 112.20 121.30 130.40 KW 1.98 2.23 2.52 2.83 3. 88 3.56 3.98 45 Tea- 50.30 47.70 45.10 42.40 39.60 36.80 33.90 (7.22) SDT 78.10 86.90 95.70 104.60 113.50 122.50 131.40 KW 2.01 2.26 2.54 2.85 3.19 3.58 4.00 50 TCG 54.90 52.10 49.20 46.20 43.20 40.20 37.00 (10.0) SDT 80.00 88.60 97.20 106.00 114.80 123.70 132.50 KW 2.03 2.28 2.56 2.87 3.21 3.60 4.01 55 TCG 59.70 56.60 53.40 50.20 46.90 43.50 40.10 (12.78) SDT 81.90 90.30 98.90 107.50 116.20 124.90 133.60 KW 2.06 2.30 2.58 2.89 3.23 3.62 4.03 30 TCG 39.10 37.90 36.60 35.10 33.40 31.50 29.40 (-1 11) SDT j43 .80 82.00 91.40 100.60 110.00 119.20 128.40 2 5 2.98 .45 4.60 35 TCG .00 41.70 40.20 38.60 36.80 34.80 32.60 (167) SDT .20 83.40 92.60 101.90 111.10 120.30 129.40 KW 2.04 2.29 2.61 3.01 3.49 4.03 4.64 40 TCG 47.20 45.80 44.20 42.40 40.50 38.30 35.90 (4.44) SDT 75.80 84.90 94.00 103.20 112.40 121.50 130.50 KW 2.06 2.31 2.64 3.05 3.53 4.08 4.69 45 TCG 51.80 50.20 48.40 46.50 44.40 42.10 39.50 (7.22) 7 .40 86.50 95.50 104.60 113.70 122.70 131.70 KW 2.08 2.34 2.67 3.08 3.57 4.12 4.73 50 TCG 56.70 54.90 53.00 50.90 48.60 46.10 43.30 (10.0) SDT 79.20 88.10 97.10 106.10 115.10 124.00 132.90 KW 2.10 2.36 2.70 3.12 3.60 4.16 4.77 55 -TCG-- 62.00 60.00 57.90 55.60 53.10 50.30 47.20 (12 78) DT 89.90 98.80 107.70 116.60 125.40 134.20 KW 2.11 1 2.38 1 2.73 13.14 3.63 4.19 4.81 Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 23 N4A3.Product Specifications CONDENSER ONLY RATINGS* (Copper Coil Models) (Continued) SST CONDENSER ENTERING AIR TEMPERATURES°F(°C) °F(°C) 55(12.78) 65 18.33) 75(23.89) 85(29.44) 95(35.0) 105(40.56) 115(46.11) 0 • 30 TC 53.70 51.10 48.30 45.40 42.30 39.20 36.10 (-111) SDT 75.80 .90 94.10 103.10 112.20 121.30 130A0 KW 2.65 3.00 3.38 3.78 4.24 4.77 5.38 35 TCG 58.90 56.10 53.00 49.80 46.50 43.20 39.70 (167) SDT 77.50 86.60 95.70 104.70 113.60 122.60 131.60 KW 2.72 3.06 3.43 3.84 4.29 4.82 5.44 40 TCG 64.60 61.40 58.00 54.50 50.90 47.20 43.40 (4.44) SDT 79.40 9 .30 106.20 115.10 124.00 132.90 KW 2.79 3.13 3.50 3.90 4.35 4.88 5.50 45 TCG 70.60 67.00 63.30 59.40 55.50 51.40 47.30 (7.22) SDT 81.40 90.30 99.10 107.90 116.70 125.40 134.20 KW 2.87 3.20 3.56 3.97 4.42 4.95 5.56 50 T 76.90 73.00 68.80 64.60 60.20 55.70 51.20 (10.0) SDT 83.50 92.20 100.90 109.60 118.30 1 . 0 135.60 KW 2.95 3.29 3.64 4.04 4.50 5.03 5.64 55 TCG 83.60 79.20 74.60 69.90 65.10 60.20 55.20 (12.78) SDT 85.80 94.30 102.90 111.40 119.90 128.50 137.00 KW 3.05 3.38 3.73 4.13 4.59 5.12 5.73 NOTES: °Tested combination. t Total and sensible capacities are net capacities.Blower motor heat has been subtracted t Sensible capacities shown are based on 80°F(27°C)entering air at the indoor coil.For sensible capacities at other than 80°F(27°C),deduct 835 Btuh (245 kW)per 1000 CFM(480 L/S)of indoor coil air for each degree below 80°F(27°C),or add 835 Btuh(245 kW)per 1000 CFM(480 US)of indoor coil air per degree above 80°F(27°C). #Detailed cooling capacities are based on indoor and outdoor unit at the same elevation per AHRI standard 210/240-2008.If additional tubing length and/or indoor unit is located above outdoor unit,a slight variation in capacity may occur. °°System kw is total of indoor and outdoor unit kilowatts. tt At TVA rating indoor condition(75°F edb/63°F ewb).All other indoor air temperatures are at 80°F edb. EWB-Entering Wet Bulb NOTE:When the required data fall between the published data,interpolation may be performed.Extrapolation is not an acceptable practice.1. °AHRI listing applies only to systems shown in Combination Ratings table. KW-Outdoor Unit Klowatts Only. SDT-Saturated Temperature Leaving Compressor CF) SST-Saturated Temperature Entering Compressor CF/°C) TCG-Gross Cooling Capacity(1000 Btuh) Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 24 N4A3:Product Specifications Condenser Only Ratings (Aluminum Coil Models) SST CONDENSER ENTERING AIR TEMPERATURES °F(°C) °F(°C) 55(12.8) 65(18.3) 75(23.9) 85(29.4) 95(35) 105(40.6) 115(46.1) TCG 15.70 14.70 13.70 12.70 11.80 10.90 9.90 30(-1.1) SDT 70.80 80.10 89.40 98.90 108.30 117.70 127.10 KW 0.85 0.97 1.09 1.22 1.37 1.54 1.74 TCG 17.30 16.20 15.20 14.20 13.20 12.20 11.10 35(1.7) SDT 71.90 81.10 90.50 99.90 109.30 118.60 128.00 KW 0.85 0.98 1.09 1.22 1.38 1.55 1.75 TCG 19.00 17.90 16.80 15.70 14.70 13.60 12.40 40(4.4) SDT 73.00 82.30 91.60 100.90 110.30 119.60 128.80 KW 0.84 0.96 1.08 1.22 1.38 1.55 1.75 TCG 20.80 19.60 18.50 17.40 16.20 15.10 13.80 45(7.2) SDT 74.20 83.40 92.70 102.00 111.30 120.70 129.90 KW 0.83 0.95 1.08 1.22 1.38 1.56 1.76 TCG 22.70 21.50 20.30 19.10 17.90 16.70 15.30 50(10) SDT 75.40 84.60 93.90 103.20 112.50 121.70 131.00 KW 0.82 0.94 1.08 1.22 1.38 1.56 1.77 TCG 24.70 23.40 22.20 21.00 19.70 18.40 17.00 55(12.8) SDT 76.70 85.90 95.20 104.40 113.70 122.90 132.00 KW 0.81 0.93 1.07 1.22 1.38 1.56 1.77 TCG 21.00 19.90 18.80 17.60 16.30 15.00 13.70 30(-1.1) SDT 70.40 79.70 89.10 98.50 107.80 117.20 126.50 KW 1.16 1.28 1.43 1.60 1.79 2.02 2.29 TCG 23.30 22.00 20.80 19.50 18.10 16.70 15.30 35(1.7) SDT 71.60 80.90 90.20 99.50 108.90 118.20 127.50 KW 1.15 1.28 1.42 1.60 1.79 2.03 2.29 TCG 25.60 24.30 22.90 21.50 20.10 18.50 17.00 40(4.4) SDT 72.90 82.10 91.40 100.70 109.90 119.20 128.40 KW 1.15 1.27 1.42 1.60 1.80 2.03 2.29 TCG 28.20 26.70 25.20 23.70 22.10 20.40 18.70 45(7.2) SDT 74.30 83.50 92.70 101.90 111.10 120.30 129.40 KW 1.14 1.27 1.42 1.60 1.80 2.03 2.30 TCG 30.90 29.20 27.60 25.90 24.20 22.40 20.60 50(10) SDT 75.90 84.90 94.10 103.20 112.30 121.40 130.40 KW 1.13 1.26 1.42 1.59 1.80 2.03 2.30 TCG 33.70 31.90 30.10 28.30 26.40 24.50 22.50 55(12.8) SDT 77.50 86.50 95.50 104.50 113.50 122.50 131.40 KW 1.11 1.25 1.41 1.59 1.80 2.03 2.30 i TCG 24.50 23.30 22.00 20.80 19.40 18.00 16.50 30(-1.1) SDT 73.30 81.70 90.40 99.70 109.00 118.30 127.60 KW 1.39 1.53 1.70 1.89 2.12 2.37 2.66 TCG 27.10 25.70 24.30 22.90 21.50 19.90 18.30 35(1.7) SDT 73.80 83.10 91.70 101.00 110.20 119.40 128.60 KW 1.38 1.54 1.70 1.90 2.13 2.38 2.68 TCG 29.70 28.20 26.80 25.20 23.70 22.00 20.20 40(4.4) SDT 74.80 84.00 93.40 102.30 111.50 120.60 129.70 KW 1.37 1.53 1.72 1.91 2.14 2.40 2.69 TCG 32.60 31.00 29.40 27.70 26.00 24.20 22.20 45(7.2) SDT 76.50 85.60 94.60 103.70 112.80 121.80 130.70 KW 1.38 1.54 1.72 1.92 2.15 2.41 2.71 TCG 35.70 33.90 32.20 30.40 28.50 26.50 24.40 50(10) SDT 78.30 87.20 96.20 105.20 114.10 123.10 131.90 KW 1.39 1.55 1.73 1.93 2.16 2.42 2.72 TCG 39.00 37.10 35.10 33.10 31.10 28.90 27.00 55(12.8) SDT 80.10 88.90 97.80 106.70 115.60 124.40 134.00 KW 1.40 1.56 1.74 1.94 2.17 2.44 2.77 Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 25 N4A3:Product Specifications Condenser Only Ratings (Aluminum Coil Models) (Continued) SST CONDENSER ENTERING AIR TEMPERATURES 'P('C) °F(°C) 55(12.8) 65(18.3) 75(23.9) 85(29.4) 95(35) 105(40.6) 115(46.1) TCG 30.10 29.00 27.50 25.80 23.80 22.00 20.00 30(-1.1) SDT 71.70 81.20 90.60 99.90 110.00 118.30 127.50 KW 1.65 1.95 2.21 2.45 2.72 2.99 3.35 TCG 33.40 32.10 30.40 28.60 26.30 24.40 22.30 35(1.7) SDT 72.90 82.40 91.80 101.00 111.00 119.20 128.40 KW 1.64 1.94 2.20 2.44 2.72 2.99 3.35 TCG 36.80 35.30 33.50 31.40 29.00 27.00 24.70 40(4.4) SDT 74.30 83.70 93.00 102.10 112.10 120.30 129.40 KW 1.63 1.93 2.19 2.44 2.72 2.99 3.36 TCG 40.40 38.70 36.70 34.40 31.80 29.60 27.20 45(7.2) SDT 75.70 85.00 94.30 103.30 113.30 121.40 130.40 KW 1.62 1.93 2.19 2.44 2.73 3.00 3.38 TCG 44.20 42.20 40.00 37.50 34.70 32.30 29.70 50(10) SDT 77.20 86.50 95.60 104.60 114.50 122.50 131.40 KW 1.62 1.93 2.19 2.44 2.74 3.02 3.40 TCG 48.10 45.90 43.40 40.70 37.70 35.10 32.20 55(12.8) SDT 78.90 88.10 97.10 106.00 115.70 123.70 132.40 KW 1.63 1.94 2.20 2.46 2.76 3.05 3.42 TCG 36.70 34.90 33.10 31.30 29.30 27.30 25.20 30(-1.1) SDT 70.70 80.00 89.40 98.70 108.10 117.50 126.80 KW 1.96 2.19 2.43 2.71 3.02 3.36 3.76 TCG 40.40 38.50 36.50 34.50 32.30 30.10 27.80 35(1.7) SDT 72.00 81.20 90.50 99.80 109.20 118.40 127.70 KW 1.97 2.20 2.44 2.72 3.03 3.39 3.78 TCG 44.50 42.30 40.10 37.90 35.60 33.10 30.60 40(4.4) SDT 73.30 82.50 91.80 101.00 110.30 119.50 128.60 KW 1.98 2.21 2.46 2.74 3.05 3.41 3.80 TCG 48.80 46.50 44.00 41.60 39.00 36.40 33.60 45(7.2) SDT 74.90 84.00 93.10 102.30 111.40 120.50 129.60 KW 1.99 2.22 2.47 2.75 3.07 3.42 3.82 TCG 53.50 50.90 48.20 45.50 42.70 39.80 36.80 50(10) SDT 76.50 85.50 94.60 103.60 112.60 121.60 130.50 KW 2.01 2.23 2.49 2.77 3.09 3.44 3.84 TCG 58.60 55.70 52.70 49.70 46.70 43.50 40.20 55(12.8) SDT 78.20 87.10 96.00 105.00 113.90 122.70 131.60 KW 2.02 2.24 2.50 2.78 1 3.10 1 3.46 1 3.86 TCG 41.20 39.10 37.00 34.70 32.40 30.00 27.40 30(-1.1) SDT 72.40 81.70 90.90 100.20 109.50 118.70 127.90 KW 2.19 2.39 2.66 2.99 3.39 3.83 4.32 TCG 45.30 43.00 40.60 38.20 35.70 33.10 30.30 35(1.7) SDT 73.80 83.00 92.20 101.40 110.60 119.80 120.00 KW 2.21 2.41 2.69 3.03 3.43 3.87 4.37 TCG 49.70 47.10 44.50 41.90 39.10 36.30 33.40 40(4.4) SDT 75.30 84.40 93.60 102.70 111.90 121.00 130.10 KW 2.23 2.44 2.72 3.06 3.46 3.92 4.41 TCG 54.40 51.60 48.70 45.80 42.80 39.80 36.50 45(7.2) SDT 77.00 86.00 95.10 104.20 113.30 122.30 131.20 KW 2.25 2.46 2.75 3.10 3.50 3.96 4.45 TCG 59.50 56.40 53.20 50.00 46.80 43.40 40.00 50(10) SDT 78.80 87.70 96.70 105.70 114.70 123.60 132.40 KW 2.27 2.49 2.78 3.13 3.54 3.99 4.48 TCG 84.90 61.50 58.00 54.50 50.90 47.30 43.50 55(12.8) SDT 80.70 89.60 1 98.40 107.30 1 116.10 1 124.90 133.70 KW 2.28 2.51 1 2.81 3.18 1 3.57 1 4.02 4.52 Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 26 N4A3:Product Specifications Condenser Only Ratings (Aluminum Coil Models) (Continued) SST CONDENSER ENTERING AIR TEMPERATURES 'F('C) 'F(°C) 55(12.8) 65(18.3) 75(23.9) 85(29.4) 95(35) 105(40.6) 115(46.1) i TCG 54.30 52.10 49.40 46.40 43.10 39.60 36.00 30(-1.1) SOT 75.30 $4.50 93.70 102.70 111.60 120.60 129.60 KW 2.94 3.29 3.64 4.02 4.43 4.91 5.46 TCG 59.90 57.30 54.30 51.00 47.40 43.70 39.80 35(1.7) SDT 77.20 86.30 95.30 104.20 113.10 121.90 130.70 KW 2.99 3.34 3.68 4.05 4.47 4.95 5.51 TCG 65.70 62.80 59.50 55.80 51.90 47.90 43.80 40(4.4) SDT 79.10 88.10 96.90 105.70 114.50 123.20 131.90 KW 3.03 3.37 3.72 4.09 4.50 4.99 5.56 TCG 71.80 68.50 64.90 60.90 56.60 52.30 47.80 45(7.2) SDT 81.00 89.90 98.60 107.30 115.90 124.60 133.10 KW 3.06 3.40 3.74 4.11 4.53 5.02 5.59 TCG 78.20 74.50 70.40 66.10 61.50 56.70 51.90 50(10) SDT 83.10 91.70 100.30 108.90 117.40 125.90 134.40 KW 3.08 3.41 3.75 4.13 4.55 5.04 5.62 TCG 84.80 80.70 76.20 71.40 66AO 61.30 56.10 55(12.8) SDT 85.10 93.60 1 102.10 110.50 1 118.90 127.30 135.70 KW 3.08 3.40 3.75 4.13 4.56 5.05 5.64 'AHRI listing applies only to systems shown in Combination Ratings table. KW -Outdoor Unit Kilowatts Only. SDT -Saturated Temperature Leaving Compressor(°F) SST -Saturated Temperature Entering Compressor('F/'C) TCG -Cross Cooling Capacity(1000 Btuh) Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 27 N4A3:Product Specifications GUIDE SPECIFICATIONS Air-cooled, split-system air conditioner GENERAL N4A3 System Description 1-1/2 to 5 nominal tons Outdoor-mounted, air-cooled, split-system air conditioner unit suitable Compressor for ground or rooftop installation. Unit consists of a hermetic — Compressor will be hermetically sealed. compressor, an air-cooled coil, propeller-type condenser fan, and a — Compressor will be mounted on rubber vibration isolators. control box.Unit will discharge supply air upward as shown on contract Condenser Coil drawings. Unit will be used in a refrigeration circuit to match up to a — Condenser coil will be air cooled. packaged fan coil or coil unit. — Coil will be constructed of aluminum fins mechanically bonded to Quality Assurance copper or aluminum tubes which are then cleaned,dehydrated,and — Unit will be rated in accordance with the latest edition of AHRI sealed. Standard 210. Refdgeration Components — Unit will be certified for capacity and efficiency, and listed in the — Refrigeration circuit components will include liquid-line shutoff latest AHRI directory. valve with sweat connections,vapor-line shutoff valve with sweat — Unit construction will comply with latest edition of ANSI/ connections,system charge of R-410Arefrigerant,and compressor ASHRAE and with NEC. oil. — Unit will be constructed in accordance with UL standards and will — Unit will be equipped with hlow pressure switch and filter drier for carry the UL label of approval.Unit will have c-UL-us approval. R-410A refrigerant. — Unit cabinet will be capable of withstanding Federal Test Method Operating Characteristics Standard No. 141(Method 6061)500-hr salt spray test. — The capacity of the unit will meet or exceed Btuh at a suction — Air-cooled condenser coils will be leak tested at 150 psig and temperature of °F/°C. The power consumption at full load pressure tested at 450 psig. will not exceed kW. — Unit constructed in IS09001 approved facility. — Combination of the unit and the evaporator or fan coil unit will Delivery,Storage,and Handling have a total net cooling capacity of Btuh or greater at — Unit will be shipped as single package only and is stored and conditions of CFM entering air temperature at the evaporator handled per unit manufacturer's recommendations. at °F/°C wet bulb and °F/°C dry bulb, and air Warranty(for inclusion by specifying engineer) entering the unit at °F/°C. — U.S.and Canada only. — The system will have a SEER of Btuh/watt or greater at DOE conditions. PRODUCTS Electrical Requirements Equipment — Nominal unit electrical characteristics will be v, single Factory assembled, single piece, air-cooled air conditioner unit. phase, 60 hz. The unit will be capable of satisfactory operation Contained within the unit enclosure is all factory wiring, piping, within voltage limits of v to V. controls, compressor, refrigerant charge R-410A, and special features — Nominal unit electrical characteristics will be v,three phase, required prior to field start-up. 60 hz. The unit will be capable of satisfactory operation within Unit Cabinet voltage limits of v to v. — Unit cabinet will be constructed of galvanized steel, bonderized, — Unit electrical power will be single point connection. and coated with a powder coat paint. — Control circuit will be 24v. EM Special Features — Condenser fan will be direct-drive propeller type, discharging air — Refer to section of this literature identifying accessories and upward. descriptions for specific features and available enhancements. — Condenser fan motors will be totally enclosed, 1-phase type with class B insulation and permanently lubricated bearings. Shafts will be corrosion resistant. — Fan blades will be statically and dynamically balanced — Condenser fan openings will be equipped with coated steel wire safety guards. Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 28 N4A3:Product Specifications SYSTEM DESIGN SUMMARY 1. Intended for outdoor installation with free air inlet and outlet.Outdoor fan external static pressure available is less than 0.01-IN W.C. 2. Minimum outdoor operating air temperature without low-ambient operation accessory is 55°F(12.8°C). 3. Maximum outdoor operating air temperature is 115°F(46.1 VC). 4. For reliable operation,unit should be level in all horizontal planes. 5. For interconnecting refrigerant tube lengths greater than 80 ft(23.4 m)and/or 35 ft(10.7 m)vertical differential,consult Residential Piping and Longline Guideline and Service Manual available from equipment distributor. 6. If any refrigerant tubing is buried,provide a 6 in.(152.4 mm)vertical rise to the valve connections at the unit.Refrigerant tubing lengths up to 36 in.(914.4 mm)may be buried without further consideration.Do not bury refrigerant lines longer than 36 in.(914.4 mm). 7. Use only copper wire for electric connection at unit.Aluminum and clad aluminum are not acceptable for the type of connector provided. 8. Do not apply capillary tube indoor coils to these units. 9. Factory-supplied filter drier must be installed. Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 29 N4A3:Product Specifications ®2021 Carrier.All rights reserved. Edition Date:03/21 Catalog No:42121510609 A Carrier Company www.GoTempstar.com Replaces:42121510608 Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 30 N92ESN "WmAreMENE Product Specifications HEATING& COOLING PRODUCTS Up to 92.1 % AFUE, Single-Stage, Gas Furnace EASIER TO SELL • Up to 92.1%AFUE in upflow, horizontal, and downflow positions - • Single-stage gas valve and fixed-speeds, constant torque ECM. • Cabinet air leakage less than 2.0% at 1.0 in.W.C. and cabinet air leakage less than 1.4%at 0.5 in.W.C.when tested in accordance with ASHRAE standard 193 • Approved for Manufactured Housing/Mobile Home applications I with accessory (order separately) • Low NOx units are designed for California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement. TOUGHER • Flame roll-out sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ`' primary heat exchanger • Stainless steel secondary heat exchanger • High temperature limit control prevents overheating • Direct ignition with Silicon Nitride ignitor Illustrations and photographs are only representative. • High quality,corrosion-resistant, prepainted steel cabinet Some product models may vary. EASIER TO INSTALL AND SERVICE • Direct vent(2-pipe), single-pipe venting or ventilated combustion WARNING air • 24 VAC humidifier terminal&electronic air cleaner terminal Failure to follow this warning could result in personal injury, • 35" (889mm) high,for ease of installation death,and/or property damage. • Simplified,factory installed internal condensate drain system This furnace is not designed for use in recreation vehicles or • Innovative knobs for easy door removal and secure outdoors. This furnace is designed for use in manufactured attachment (Mobile) homes when an optional Mobile Home accessory kit is • Factory shipped for natural gas,with propane installed. Failure to follow this warning could result in personal injury, gas conversion kits available death,and/or property damage. • Four position-upflow/downflow/horizontal (left/right) installation • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal , QEs l a4 applications with accessory (order separately) • Concentric vent available An.krFww nomEmp.ncy(AFUE) • Self diagnostics with super bright LED o • Slide out heat exchanger and blower assembly rrt Et. LIMITED WARRANTY • 20 year heat exchanger limited warranty •°� • 5 year parts limited warranty 7e'e 82% W% m - With timely registration, an additional 5 year parts limited warranty CERTIFIED * For residential applications only. See warranty certificate for A"low complete details and restrictions, including warranty coverage for other applications. Use of the AHRI Certified TM Mark indicates a manufacturers participation in the program.For verification of certification for indmduai products. go to-ahridirectory.org. Eff tciency AFUE Cooling Capacity Input pow/ CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Hz Downflow @.5 in.w.c.(125 pa) Inches(Millimeters) Lbs(Kg) N92ESNO401410A 40,000 92.1% 92.1% 290-985 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 112(50.8) N92ESNO401712A 40,000 92.1% 92.1% 350-985 35 x 17-1/2 x 29-1/2(889 x 445 x 750) 122.5(55.6) N92ESNO601412A 60,000 92.1% 92.1% 450- 1035 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 122(55.3) N92ESNO601714A 60,000 92.1% 92.1% 535- 1190 35 x 17-1/2 x 29-1/2(889 x 445 x 750) 132(59.9) N92ESNO801716A 80,000 92.1% 92.1% 450- 1365 35 x 17-1/2 x 29-1/2(889 x 445 x 750) 142(64.4) N92ESNO802120A 80,000 92.1% 92.1% 940- 1815 35 x 21 x 29-1/2(889 x 533 x 750) 150(68.0) N92ESN1002120A 100,000 92.1% 92.1% 945- 1850 35 x 21 x 29-1/2(889 x 533 x 750) 160(72.6) N92ESN1202420A 120,000 92.1% 92.1% 805- 1850 35 x 24-1/2 x 29-1/2(889 x 622 x 750) 183(83.0) specifications are subject to change without notice. 440 11 4541 01 4/17/19 PRODUCT SPECIFICATIONS Gas Furnace: N92ESN MODEL NUMBER IDENTIFICATION GUIDE DIGIT POSITION 1 2,3 4 5 6 7-9 10,11 12.13 14 15 1 1 1 1 1 1 1 1 1 F,G, N,R BRAND 80-80%AFUE 92-92%AFUE 95-95%AFUE 96-96%AFUE 97-97%AFUE EFFICIENCY C=Comm.Variable-Speed Constant Airflow(VCA) ECM E=Fixed-Speeds Constant Torque(FCT) ECM V=Variable-Speed Constant Torque(VCT) ECM MOTOR TYPE M-Modulating S-Single Stage T-Two Stage HEATING STAGES L=Low NOx M=Mobile%Manufactured Home N=Standard NOx U=Ultra Low Nox FEATURE 026=26,000 BTU/h 040=40,000 BTU/h 060=60,000 BTU/h HEATING INPUT 14=14.2' 17=17.5' 21 =21.0' 24=24.5" CABINET WIDTH 08=800 CFM 10=1000 CFM 12=1200 CFM 14=1400 CFM 16=1600 CFM 20=2000 CFM 22=2200 CFM COOLING CAPACITY A, B,C, D... MAJOR SERIES 1,2,3,4... MINOR SERIES A190043 For California Residents: For installation in SCAQMD only:This furnace does not meet the SCAQMD Rule 1111 14 ng/J NOx emission limit, and thus is subject to a mitigation fee of up to$450.This furnace is not eligible for the Clean Air Furnace Rebate Program: www.CleanAirFurnaceRebate.com 440 11 4541 01 Specifications subject to change without notice 2 PRODUCT SPECIFICATIONS Gas Furnaw: N92ESN PHYSICAL DATA UNIT SIZE 0401410 0401712 0601412 0601714 0801716 1 0802120 1002120 11202420 Heating Capacity and Efficiency Input High Heat 40,000 40,000 60,000 60,000 80,000 80,000 100,000 120,000 (BTUH) Output High Heat 37,000 37,000 56,000 56,000 75,000 75,000 93,000 111,000 (BTUH) Certified Temperature High Heat 35-65 35-65 35-65 35-65 40-70 35-65 40-70 45-75 Rise Range F( C) (19-36) (19-36) (19-36) (19-36) (22-39) (19-36) (22-39) (25-42) Airflow Capacity and Blower Data Rated External Static Heating 0.1 0.10 0.12 0.15 0.15 0.15 0.20 0.20 Pressure(in.w.c.) Cooling 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Airflow Delivery Heat 765 740 1100 1000 1350 1460 1675 1735 @ Rated ESP(CFM) Cooling 985 985 1035 1190 1370 1815 1855 1800 Cooling Capacity(tons) 400 CFM/ton 2 2.50 2.50 3 3.50 4.50 4.50 4.50 @ 400,350 CFM/ton 350 CFM/ton 2.50 3 3 3.50 4 1 5 5 1 5 Direct-Drive Motor Type Electronically Commutated Motor(ECM) Direct-Drive Motor HP 1/2 1/2 1/2 1/2 1/2 3/4 3/4 3/4 Motor Full Load Amps 6.4 6.4 6.4 6.4 6.4 8.8 8.8 8.8 RPM Range 600-1200 Speed Selections 5 Blower Wheel Dia x Width in. 11 x 7 11 x 8 11 x 7 11 x 8 I 11 x 8 11 x 10 11 x 10 11 x 11 Air Filtration System Field Supplied Filter Fitter Used for Certified Watt Data NAHA00*06FB Electrical Data Input Voltage Volts-Hertz- 115-60-1 Phase Operating Voltage Range Min-Max 104-127 Maximum Input Amps Amps 7.10 7.10 7.20 7.20 7.20 9.60 9.70 9.70 Unit Ampacity Amps 9.80 9.80 9.90 9.90 9.90 12.90 13.00 13.00 Minimum Wire Size AWG 14 14 14 14 14 14 14 14 Maximum Wire Length Feet 37 37 37 37 37 28 28 28 @ Minimum Wire Size (M) (11.50) (11.50) (11.40) (11.40) (11.40) (8.70) (8.70) (8.70) Maximum Fuse/Ckt Bkr (Time-Delay Type Recom- Amps 15 15 15 15 15 15 15 15 mended) Transformer Capacity(24vac output) 40 VA External Control Power Heating 27.9 VA Available Cooling 34.6 VA Controls Gas Connection Size 1/2"-NPT Burners(Monoport) 2 2 3 3 1 4 4 5 6 Gas Valve(Redundant) Manufacturer White Rodgers" Minimum Inlet Gas pressure(in.w.c.) 4.50 Maximum Inlet Gas pressure(in.w.c.) 13.60 Manufactured(Mobile)Home Kt See Accessory Listing Ignition Device Silicon Nitride Heating Blower Control(Heating Off-Delay) Adjustable:90,120,150,180 seconds Cooling Blower Control(Time Delay Relay) 90 seconds Communication System none Thermostat Connections Com 24V,R,W,G,Y Accessory Connections EAC(115vac);HUM(24vac);1-stg AC(via Y) *See Accessory List for part numbers available. 3 Spec ications subject to change without notice. 440 11 4541 01 PRODUCT SPECIFICATIONS Gas Furnace: N92ESN UNIT DIMENSIONS cC� rs RW SIR !�kS moo.. � � �. � � � I at �m tU m r o y�E U tp � EE0 > t S m � �mErnutOi & 8 @ E x QD ca Qy� Sa m E,n x O Q ` 9i3 �4 v Eco Zp` � 3� � cyC�Cfb c� CO0 x NFL E U O x x p Z n) O xNNd U � W� r m C '— w O Id cmi m pvv ;� tV az E �EE E ctl� o m 2 s �y E E Em y nL c 2 Da,,U7� aF- C p op vv y p` _ o m v 8 D W•' J(� -i z OvC lE0 C(CNN$� > K��a vi n° EyLL�5 roo E L,1 �W > - :3L)Q ro c� mU E E xgc�m y E m 00" �i f d w 2inticuto W oo� , , LLlL U�> U �� Z W� fqq Vr a �f t�@ g t I tcl13 arm Al80202 440 11 4541 01 Specifications subject to change without notice. 4 PRODUCT SPECIFICATIONS Gas Furnace: N92ESN SHIPPING BOTTOM WT. FURNACE SIZE CABINET WIDTH OUTLET WIDTH INLET WIDTH AIR INTAKE LBS(KG) 0401410 14-3/16(361) 12-1/2(319) 12-9/16(322) 7-1/8(181) 112(50.8) 0401712 17-1/2(445) 15-7/8(403) 16(406) 8-3/4(222) 122.5(55.6) 0601412 14-3/16(361) 12-1/2(319) 12-9/16(322) 7-1/8(181) 122(55.3) 0601714 17-1/2 (445) 15-7/8(403) 16(406) 8-3/4(222) 132 (59.9) 0801716 17-1/2 (445) 15-7/8(403) 16(406) 8-3/4(222) 142 (64.4) 0802120 21 (533) 19-3/8(492) 19-1/2(495) 10-1/2(267) 150(68.0) 1002122 21 (533) 19-3/8(492) 19-1/2(495) 10-1/2(267) 160(72.6) 1202422 24-1/2(622) 22-7/8(581) 23(584) 12-1/4(311) 183 (83.0) MINIMUM CLEARANCES TO COMBUSTIBLE MATERIALS FOR ALL UNITS POSITION CLEARANCE In(mm) REAR 0 FRONT(Combustion air openings in furnace and in structure) 1 (25) Required for service *24(610) All Sides of Supply Plenum *1 (25) Sides 0 Vent 0 Top of Furnace 1 (25) *Consult your local building codes. 5 Specifications subject to change without notice. 440 11 4541 01 PRODUCT SPECIFICATIONS Gas Furnace: N92ESN AIR DELIVERY-CFM (with filter) FURNACE RETURN—AIR SPEED EXTERNAL STATIC PRESSURE(IN.W.C.) SIZE CONNECTION TAPS FUNCTION 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 Gray Cooling.Do not use for heating. 1120 1085 1055 1015 985 950 915 880 850 815 Yellow Cooling.Do not use for heating. 925 885 850 810 775 735 695 660 620 580 0401410 SIDE/ Blue Heating or all Cooling 765 725 685 640 605 565 525 475 430 375 BOTTOM Orange Alt Cooling or alt Heating 750 710 665 625 585 545 500 455 405 350 Red Alt Cooling.Do not use for heating. 510 1 435 400 345 290 230 190 145 —7 1 -7 Gray Cooling.Do not use for heating. 1120 1090 1055 1020 985 950 915 875 840 805 Yellow Cooling.Do not use for heating. 910 880 845 800 760 720 680 640 595 555 0401712 SIDE/ Orange Alt Cooling or all Heating 835 795 760 720 680 630 585 540 505 475 BOTTOM Blue Heating or all Cooling 740 700 660 610 565 520 475 440 405 365 Red Alt Cooling.Do not use for heating. 555 500 445 395 350 1 315 260 205 —7 —7 Gray Cooling.Do not use for heating. 1165 1 1140 1110 1080 1035 1000 1 960 920 1 870 1 825 Blue Heating or all Cooling 1105 1085 1050 1010 975 930 890 845 795 755 0601412 SIDE/ Yellow Alt Cooling or all Heating 1040 1000 960 920 880 840 785 740 690 640 BOTTOM Orange Alt Cooling or all Heating 840 795 750 705 655 610 555 500 450 395 Red Alt Cooling.Do not use for heating. 745 615 555 510 450 390 340 290 230 795 Gray Cooling.Do not use for heating. 1335 1300 1275 1230 1 1190 1135 1090 1040 985 925 Yellow Alt Cooling or alt Heating 1170 1135 1095 1045 995 940 890 825 770 700 0601714 SIDE/BOTTOM Blue Heating or all Cooling 1010 965 910 855 800 735 675 615 555 505 Orange Alt Cooling or all Heating 960 905 855 800 740 675 615 555 505 460 Red Alt Cooling.Do not use for heating. 910 735 675 605 535 485 430 375 330 265 Gray Cooling.Do not use for heating. 1545 1505 1460 1420 1365 1320 1275 1225 1180 1135 Blue Heating or alt Cooling 1375 1330 1275 1225 1175 1 125 1075 1025 1 970 920 0801716 SIDE/BOTTOM Yellow Alt Cooling or all Heating 1195 1140 1090 1040 985 930 875 815 765 705 Orange Alt Cooling.Do not use for heating. 1015 955 900 845 780 730 670 615 550 490 Red Alt Cooling.Do not use for heating. 945 735 575 520 450 375 325 260 —7 —7 Gray Cooling.Do not use for heating. 2020 1965 1920 1865 1815 1760 1705 1650 1595 1545 BOTTOM Yellow Alt Cooling or alt Heating 1650 1590 1535 1475 1425 1370 1315 1260 1205 1145 0802120 for Blue Heating or alt Cooling 1495 1430 1365 1310 1260 1200 1145 1085 1030 970 SIDES 5,6 Orange Alt Cooling or alt Heating 1420 1355 1290 1235 1175 1120 1060 1005 945 890 Red Alt Cooling.Do not use for heating. 1200 1120 1060 995 940 875 810 750 685 625 Gray Cooling.Do not use for heating. 2060 2010 1955 1905 1850 1800 1750 1690 1630 1565 BOTTOM Blue Heating or all Cooling 1730 1675 1620 1565 1510 1455 1385 1325 1270 1210 1002120 TW rr Yellow Alt Cooling or alt Heating 1685 1630 1570 1515 1460 1410 1345 1280 1225 1170 SIDES 5,6 Orange Alt Cooling or all Heating 1445 1370 1310 1250 1185 1115 1055 1005 950 1 875 Red Alt Cooling.Do not use for heating. 1235 1155 1090 1020 945 900 835 755 690 635 Gray Cooling.Do not use for heating. 2070 2020 1965 1910 1850 1790 1725 1660 1605 1550 BOTTOM Blue Heating or alt Cooling 1795 1735 1680 1620 1560 1495 1440 1375 1315 1255 1202420 r Yellow Alt Cooling or alt Heating 1465 1400 1340 1270 1210 1150 1090 1030 950 880 TWO— SIDES 5,6 Orange Alt Cooling.Do not use for heating. 1295 1235 1165 1095 1030 970 905 825 760 700 Red Alt Cooling.Do not use for heating. 11095 11020 945 1 875 1 805 1 730 1 660 585 1 525 t 465 NOTE: 1. A filter is required for each return—air inlet. Airflow performance includes a 3/4—in.(19 mm)washable filter media such as contained in a factory—authorized ac- cessory filter rack. See accessory list in sheet. To determine airflow performance without this filter,assume an additional 0.1 in.w.c.available external static pressure. 2. ADJUST THE BLOWER SPEED TAPS AS NECESSARY FOR THE PROPER AIR TEMPERATURE RISE FOR EACH INSTALLATION. 3. The"Function"column identifies with speed taps can be used for heating.Shaded areas indicate that this airflow range is BELOW THE RANGE ALLOWED FOR HEATING OPERATION. THESE AIRFLOW RANGES MAY ONLY BE USED FOR COOLING. 4. If the same motor speed tap is needed for heating and cooling,a Jumper Wire accessory kit is available,see sheet for the current Jumper Wire accessory part number.Reference the"Start—up,Adjustments,and Safety Check"section in the installation instructions for further Jumper Wire instructions. 5. Airflows over 1800 CFM require bottom return,two—side return,or bottom and side return. A minimum filter size of 20"x 25"(508 x 635 mm)is required. 6. For upflow applications,air entering from one side into both the side of the furnace and a return air base counts as a side and bottom return. 7. The"—"entry indicates an unstable operating condition. 440 11 4541 01 Specifications subject to change without notice. 6 PRODUCT SPECIFICATIONS Gas Furnace: N92ESN ACCESSORIES PART NUMBER COMPONENT NAME DESCRIPTION D401410 D401712 D601412 D801714 0801716 0802120 1002120 1202420 NAHB00101 CT EXTERNAL TRAP KIT CONDENSATE TRAP X X X X X X X X NAHAO0110DA DRAIN ACCESSORY 112'CPVC TO 314'PVC X X X X X X X X (10 PACK) NAHAO02CV 2"CONCENTRIC VENT X X X X X X X NAHA001CV VENT TERMINATION KIT 3"CONCENTRIC VENT X X X X X X NAHA00101VC INTERNAL VENT KIT THROUGH THE CABINET X X X X X X X X NAHA00301VT DIRECTVENT 2"BRACKET X X X X X X X NAHA00401VT TERMINATION KIT 3"BRACKET X X X X X X INLET AIR PIPE COUPLING FOR NAHA00101CK COUPLING POLYPROPYLENE VENT X X X X X X X X SYSTEMS NAHA00101HV HORIZONTAL TRAP GROMMET(DIRECT X X X X X X X X INSTALLATION KIT VENT APPLICATION ONLY) NAHA00101 HH FREEZE PROTECT KIT CONDENSATE DRAIN LINE- X X X X X X X X TAPE NAHAO0201HH CONDENSATE FREEZE CONDENSATE TRAP WITH X X X X X X X X PROTECTION KIT HEAT PAD NAHAO1101 SB FLOOR BASE KIT COMBUSTIBLE FLOOR X X X X X X X X AGAGC9NPS01A GAS CONVERSION KIT* NATURAL TO PROPANE X X X X X X X X AGAGC9PNS01A GAS CONVERSION KIT* PROPANE TO NATURAL X X X X X X X X NAHC00101MH* MANUFACTURED HOME GAS CONVERSION KIT X X X X X X X X KIT AGABLRJMP10A BLOWER TAP KIT BLOWER SPEED TAP JUMPER X X X X X X X X KIT(10 PIECE) 1188594t GAS VALVE TOWER PORT ADAPTER FOR GAS VALVE X X X X X X X X ADAPTER W WASHABLE FILTER NAHA00506FB1 1"X 16"X 25" (6 PACK) X X X X X WASHABLE FILTER PACK WASHABLE FILTER NAHAO0706F8 X X X 1"24"X 25'(6 PACK) NAHB00501 FF EXTERNAL BOTTOM 14"X 25"FILTER X X NAHB00601 FF FILTER RACK 17-112"X 25"FILTER X X X NAHB00701 FF (WASHABLE FILTER 21"X 25"FILTER X X NAHB00801 FF INCLUDED) 24-112"X 25"FILTER X NAHB00101CA WITH NO OFFSET X X X X X X X X NAHB00201CA COIL ADAPTER KIT WITH SINGLE OFFSET X X X X X X X X NAHB00301CA WITH DOUBLE OFFSET X X X X X X X X NAHAO1401 RA 14-3116"WIDE X X NAHA0170]RA 17-112"WIDE X X X NAHA02101 RA RETURN AIR KIT 21"WIDE X X NAHA02401 RA 24-112"WIDE X NAHA001NK CONDENSATE NEUTRALIZES CONDENSATE X X X X X X X X NEUTRALIZER KIT X Accessory available t Suitable for 17 inch external bottom filter rack. * Factory authorized and field installed.Gas conversion kits are CSA recognized. t Order through FAST Parts. Part Num er Gas Type Orifice Size Part Number as ype n ce ize Part Number Gas Type Orifice Size 1185612 atura 42 1183809 Natural 46 1184256 Propane 54 7 atura 185 atura 47 5 5 ropane 55 1185574 Natural 44 1185614 Natural 48 1185618 Propane 56 1177213 atura 45 1185617 ropane 1.25 mm 1185618 ropane 1.30 mm 7 Specifications subject to change wdhout notice. 440 11 4541 01 PRODUCT SPECIFICATIONS Gas Furnace: N92ESN Copyright 2019 International Comfort Products Lewisburg,Tennessee 37091 USA www.GoHeil.com 440 11 4541 01 Specifications subject to change without notice. 8 ZONING ANALYSIS R-15 ZONE REQUIRED PROPOSED PROPOSED PROPOSE 259 NORTH RIDGE STREET LOT 1 AFH LOT 2 LOT 3 MIN.SIZE OF LOT-LOT AREA 15,000 SF 56,909 SF 56,909 SF 53,332 SF 62,380 SF HORIZONTAL CIRCLE DIAMETER 100' 100, 100, 100, 100, FRONTAGE 75' 280' 280' M. 204' MIN.YARD DIMENSIONS BLDG.1-A BLDG.1.8 SCENIC ROAD OVERLAY DISTRICT FRONT YARD INCREASED BY 1.5 40X1.5=60' 30'• 30'' 27'EXIST. 69' r FRONT 40 30,' 30'" 2T EXIST. 69' SIDE(ONE) 16 63.9' 15, 28' 23' SIDE(TOTAL OF 2 INTERIOR LOT 49 208.9' 210' 115, 109, REAR 40' 48.2' 140' 295, 289' `:F.X."I-:GH-OF BUILDING FORTES 2 2 2 1 2 IFEET 30, 26' 26' 14' 27 HEIGHT SETBACK RATIO FRONT 0.6 0.88 0,82 0.48 0.31 SIDE 1.6 0.28 2.2 0.49 0.95 MIN.USABLE OPEN SPACE 1,200/DU 36,250 SF 36,250 SF 48,000 SF 51,000 SF MIN.FLOOR AREA OF DWELLINGS 1,500 SF 3,860 SF 3,860 SF 2,330 SF 4,560 SF MAX.GROSS FLOOR AREA MAIN BLDG. ALLOWED 8,032 SF 8,032 SF 7,621 SF 8,660 SF 4,000((LOT AREA-21,780)`0.114784211 PROPOSED 3,860 SF 3,860 SF 2,330 SF 2,905 SF RESIDENTIAL LOT COVERAGE 16% 3.80% 3.80% 4.30% 4.60% IMPERVIOUS COVERAGE ALLOWED 14,979 SF 14,979 SF 14,192 SF 16,183 SF IMPERVIOUS COVERAGE PROPOSED 5,483 SF 5,748 SF 5.540 SF 5,058 FRONT YARD IMP.COVERAGE 35% 13.30% 13.30% 32,20% 8.60% PARKING REQUIREMENT 21DU 2 2 TWO-FAMILY DWELLING PARKING 5 5 5 NO UNENCLOSED PARKING WITHIN 25 FT.OF FRONT LOT LINE 52' 52' 10'(EXIST) 62' 2.5 FT.OF SIDE LO'f LINE 10, 87' 85' 25' =Modh1coWns of dimensional and buk raquirements pumant to FAH District Sect.250-26.1,F 3 RALPH G. MASTROMGNACO, P.E., P.C. Consulting Engineers 13 Dove Court, Croton-on-Hudson, New York 10520 (914) 271-4762 (914) 271-2820 Fax DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO TELEPHONE:(518)474-4073 SECRETARY OF STATE W W W.DOS.NY.GOV August 7, 2020 Mr. Mike Kirby n Signature Building Systems of PA, LLC U 1004 Springbrook Ave. J Moosic, PA 18507 DEC - 4 2020 NYS RESIDENTIAL MODULAR SYSTEM CODE UPDATE VILLAGE OF RYE BROOK NEW SYSTEM APPROVAL NUMBER: M1370-2020-044 VILLBUILAGE F RYE BRO r PREVIOUS APPROVAL NUMBER: M1370-2016-113 N Dear Mr. Kirby: In reference to your written application for approval received March 30, 2020 to construct Factory Manufactured Detached One-and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) System of Models designated M1370-2020-044 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes(2020 RCNYS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until August 7,2022, unless sooner revoked, and is subject to renewal at that time. A revision in the adopted code version will also warrant a revision in this approval. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A, B, C Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to:5139 mph Vult Wind speed >140 mph will require engineered design. Individual Models located in regions having a Ultimate wind speed of 140 miles per hour or greater shall be submitted to the Division for review and approval. Exposure Category: Exp B or C(standard) Climate Zone: 4, 5, and 6 Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions" and "Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; Page 1 of 3 "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on August 7, 2020 under Systems number M1370-2020-044." The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components,foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information (but not limited to): Cover Sheet which provides information on: • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads, dead loads,flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification, Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only) showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5. • Location/type of fire rated wall assemblies • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation locations and types, sizes and "R" values • Field completed insulation assemblies Page 2 of 3 • Building integration details(module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections (uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 1 s'finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting,etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain, waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed"Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports(specific to permit set) • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. The Insignia of Approval Order form is available by emailed me at: donald.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, Don Thomas Jr., AIA—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Harold Raup and Renee Moist—PFS Aaron Graybill -Signature Page 3 of 3 Generated by REScheck-Web Software Compliance Certificate Project 220085 Lazz Ridge St B ck D aAc Energy Code: 2018 IECC J�OARY�� Location: Rye Brook, New York Construction Type: Single-family * t Project Type: New Construction Conditioned Floor Area: 3,521 ft2 Glazing Area 12% FOF NE`� Climate Zone: 4 (5832 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 259 Ridge St Lazz Development Signature Building Systems Rye Brook, NY 10573 211 South Ridge St 1004 Springbrook Ave Port Chester, NY 10573 Moosic, PA 18507 Compliance: 0.2%Better Than Code Maximum UA: 488 Your UA: 487 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Ceiling: Raised or Energy Truss 1,838 38.0 0.0 0.025 46 2nd flr ext walls:Wood Frame, 16"D.C. 1,468 21.0 0.0 0.057 71 Window:Vinyl Frame 224 0.290 65 SHGC: 0.28 perimeters: Wood Frame, 16" o.c. 305 13.0 0.0 0.082 25 1st flr ext walls:Wood Frame, 16" o.c. 1,501 21.0 0.0 0.057 70 Door: Solid Door(under 50%glazing) 44 0.160 7 Window 1: Vinyl Frame 231 0.290 67 SHGC: 0.28 bsmt closeoff: Wood Frame, 16" o.c. 358 13.0 0.0 0.082 28 Door 1: Solid Door(under 50%glazing) 18 1.300 23 1st Floor: All-Wood joist/Truss 1,693 19.0 0.0 0.047 80 2nd flr cantilevers: All-Wood Joist/Truss 145 30.0 0.0 0.033 5 Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Brian Caron - Signature Building Systems 91.1�ca." 12/2/2020 Name-Title Signature Date Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID I - _ --- _-- -- - - 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1)1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3)1 lighting and mechanical systems. ❑Not Observable @, Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: 44 Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) _ T—2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not d and extends a minimum of 6 in. below ❑ grade. Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) JT 3 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID _ 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable 0 ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable 303.1.3 'U-factors of fenestration products; ❑Complies [FR411 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not 0-, AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. _ 402.4.5 IC-rated recessed lighting fixtures; ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not V >= 3 inches in diameter and >_ R-6 where < 3 inches.Supply and; []Not Observable return ducts in other portions of + ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. _ 403.3.2 Ducts, air handlers and filter ❑Complies [FR1311 boxes are sealed with ❑Does Not �, joints/seams compliant with International Mechanical Code or ; [:]Not Observable International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not d ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 4F or chilled fluids ❑Does Not below 55 4F are insulated to >_R- 3. ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. i ❑Does Not y } ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not d ❑Not Observable ❑Not Applicable �11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename; Page 5 of10 Section ! Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 Automatic or gravity dampers are; ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: C I High Impact(Tier 1) L_Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values 4 ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ; ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: F11 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Complies? Comments/Assumptions Vae Value & Req.ID -- lu --- -- ---Value ---' -- 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1, .Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑ 300 ft2. j Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated } ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. i i ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Flg]2 installed for control of primary ❑Does Not heating and cooling systems and E initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ; ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable []Not Applicable High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 8 of10 Section Plans Verified Field Verified - - # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system; ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating 1 ❑Does Not systems have outdoor setback control to lower boiler water ' ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply;. ❑Not Observable pipe. Gravity and thermos ; ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the 1 ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to<= 1044F. 403.5.4 Drain water heat recovery units ❑Complies [F[31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ; ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies [F16]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable (1 High Impact(Tier 1) 2 Medium Impact(Tier 2) i 3 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID _ ___ __ 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: L,High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 0.28 Door 0.16 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments Job Truss Truss Type Oty Ply Signature Building Systems 212 102287 CCE11101 HINGED A1TIC 1 1 Job Reference o lions UFP Industries Inc Grand Rapids,MI 49525,Robert McManus 8.220 a Aug 13 2018 MiTex Industries,Inc.Wed Aug 12 10:10:18 2020 Page 1 Copyrightn2020 UFP Industries,Inc.All Rights Reserved 21-- — 21 s o >'Q�4 �I W3 oy 2x4\\ 5x8= ,®20„ t 4-1 11 B-11-11 4-1 11 0.3r0 i 17-3-0 i 6.00 12 16. Y71 y81 9�- 24 25 4 6 8 M Y3 26 5 9 4 10 20 19 21 3 2x4\\1 5x8 2x4 Zy5 = ASS -°q SMH18D 27 18D 0 22 Q 1 oto 13 12 6x8= 1828 17 16 15 14 29 8x8= Bx8= 0*8 10-0-0 1 6-2-0 4-10$ 948-8 1-4-q 10-2-8 0 0 43-0-0 � Plate Offsets X Y 1:0-2-10 0-0-0 1:0-8-9 0-0-0 2:0-14 0-0-0 2:0-0-10 0.1.4 12:0.0.10 0-1-4 12:D-D-11 o-" 13:0-1-14 0-0-0 13:0-3-5 0-" 20:0-0-14 0-0.0 21:0-1-6 0.1-8 LOADING(psf) SPACING- 14-0 CSL DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.8 Plate Grip DOL 1.15 TC 0.74 VBrt(LL) -0.31 1-17 >629 240 MT20 137/130 (Ground Snow--40.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.46 1-17 >432 180 MT18HS 137/130 TCDL 10.0 BCLL 0.0' Rep Stress Incr YES WB 0.50 Horz(CT) 0.02 13 Na Na BCDL 10.0 Code IBC2018/TPI2014 Matrix-R Attic -0.30 16-17 505 360 Weight:168lb FT=0% LUMBER- BRACING. TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-1-0 cc purlins. IN T1:1-1/2X7-1/4 LP-LSL TC 1.75E BOT CHORD Rigid ceiling directly applied or 8-4-3 cc bracing. SOT CHORD 2x10 SP DSS WEBS 1 Row at midpt 20-21 WEBS 20 SPF N.,*Except* JOINTS 1 Brace at Jt(s):20,21 W2,W4:2x6 SPF No.2,W3:2x4 SPF No.2 WEDGE Left:2x3 SPF Stud,Right:2x3 SPF Stud REACTIONS. (lb/size) 1=1137/0-3-8,13=1019/0-3-8,15=464/0-3-0,16=419/0-3-0 Max Horzl=150(LC 9) Max Upliftl=-177(LC 9),13=118(LC 9),15=167(LC 10),16=-37(LC 9) Max Gravl=1155(LC 15),13=1019(LC 1),15=795(LC 4),16=792(LC 3) FORCES. (lb)-Maximum CompressionlMaximum Tension TOP CHORD 1-2=1325/185,2-22=1321/169,3-22=-1278/193,3.4=-1355268,4-5=-1270/284,5.23=-583/150,6-23=-522/153,6-24=493/161,7-24=-447/170,7-25=-449/170,8-25=-511/162, 8-26=541/153,9-26=-601/150,9-10=-1228284,1D-11=-1319268,11-27=-1267/234,1 2-2 7=-1 37021 3,1 2-1 3=1 2 742 00 BOTCHORD 1-18=-143/1150,18-28=143/1150,17-28=-143/1150,16-17=-136/1136,15-16=-136/1136,14-15=-136/1136,14-29=137/1140,13-29=-137/1140 WEBS 11-14=578299,3-17=-483253,5-20=728/167,19-20=738203,19-21=738203,9-21=-789/197,6-20=-97/109,8-21=107/115 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 3=483/253/0/0,4=1287/279/101/0,5=728/167/99/0.6=97/109/0/0,7=413/172264/0,8=1°9/115/0/0,9=789/197/107/0,1°=1251279/153/0,11=5781 c r 16=136/1136/476/0,17=483253/0/0 0 F C Y NOTES. (16-17) y�P W• Fft 0 1)Wind:ASCE 7-16:Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.Opsf BCDL=6.Opsf;h=30f1;Cat.II;Exp C;Enclosed;MWFRS(envelope)go end zone and C-C Exterior(K)0-1-8 to 3-1-8,Interior(1)3-1-8 to 18-6-11,Extenor(2R)18-5-11 to 24-5-11,Interior(l)24-5-11 to 39-9-0,Exterior(2E) 39-9-0 to 42-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=40.0 psf;Ps=30.8 psf(Lum DOL=1.15 Plate DOL=1.15),Is=1.0,Rough Cat C,Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 3)Roof design snow load has been reduced to account for slope. '1 4)Unbalanced snow loads have been considered for this design. r �` =� Cc 5)All plates are MT20 plates unless otherwise indicated. n L 6)See HINGE PLATE DETAILS for plate placement. 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. - 8)All additional member connections shall be provided by others for forces as indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. A � The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this OFI�SrJ10�P� document.not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING - Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST ELTLIN NE PHONE(616}364 6161 FAX(616}365 0060 GRAND RAPIDS,MI1 4959525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the bads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding N fabrication.qualify control,storage,delivery.erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available Job Truss Truss Type oty Ply Signature Building Systems 212 102287 CCE11219 HINGED ATTIC 1 Job Reference o tional UFP Industries Inc,.,G�rand Rapids,MI 49525,Robert McManus 8.220 a Aug 13 2018 MiTek Industries,Inc.Thu Aug 13 13:55:14 2020 Page 1 of 2 CopyrightV2020 UFP Industries,Inc.All Rights Reserved 21-6-0 - , 21.6-0 i 10.9-6 2x4\\ W2 5x8= VV4 J 2x4 41-11 t 8-11-11 21 4-1-11 0 17-3.0 7 14 6.0o 12 6 8 0, P4 23 O 5 9 q 10 20 19 21 3 2x4 US\\ 2x4 = O SMH18D SMH18D 01 a 0 2 12 22-1-0 a O 0- 1 0 13 C-IT03 1 5x8- 1824 17 16 15 14 25 6x8= 6x8= 0-t-8 110-" 6-2-0 4-10-8 9-88 ,1-4-q 10-2-8 -0 43-0-0 � Plate Offsets(X,1')—[1:0-2-5,0.1-3],[1:0.7-10,0313],[1:03-12,0-3.3],[2:0-1-4,0.0.0],[2:0-0-0,0-1-0],[12:0-0-10,0.14],[12:D-14,0.0-0],[13:0-1-14,0-0-0],[13:0J-5,0-0-0],[20:0-0.14,0.0-0],[21:0.1.6 0.1-8 LOADING(psf) SPACING- 1-" CSL DEFL in (loc) Udeft UdTCLL PLATES GRIP (Ground Snow 30.8 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.15 1-17 >999 240 MT20 1371130 (Ground Lumber DOL 1.15 BC 0.28 Vert(CT) -0.22 1.17 >881 180 MT18HS 137/130 TCDL 10.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 13 n/a n/a BCLL 0.0' Code IBC20181TP12014 Matrix-R Attic -0.15 16-17 1010 360 Weight:335 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] Tt:1-1/2X7-1/4 LP-LSL TC 1.75E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x10 SP DSS JOINTS 1 Brace at Jt(s):20,21 WEBS 2x4 SPF No.2*Except* W2,W4:2x6 SPF No.2 WEDGE Left:2x3 SPF Stud,Right:2x3 SPF Stud REACTIONS. (lb/size) 1=1302/0-3-8,13=118410-3-8.15=467/0-3-0,16=423/0.3-0 Max Horz 1=-1 50(LC 9) Max Upliftl=-243(LC 8),13=184(1-C 8),15=-169(LC 9),16=-39(LC 8) Max Gravl=1321(LC 14),13=1184(LC 1),15=798(LC 4),16=796(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=1609/242,2-3=-1612/282,3-4=-1699/360,4-5=-1608/378,5-22=966/266,6-22=-905/270,6-7=-876/287,7-8=-892/278,8-23=-921/262,9-23=-982/254,9.10=1571/410, 10.11=-1662/393,11-12=-1701/366,12-13=1642/308 BOTCHORD 1-1t1=263/1450,18-24=263/1450,17-24=-263/1450,16-17=-256/1435,15-16=256/1435,14-15=256/1435,14-25=257/1440,13-25=-I'71'^"n WEBS 11-14=-605/310,3-17=512264,5-20=-692/149,19-20=-094/185,19-21=-694/185,9-21=-745/179,6-20=-100/106,8-21=-109/113 �i O N r REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) =2b6/14/0/0,4/06301371/87/0,5=6921149/101/0,6=100/106/0/0,7=719258/416/0,8=112/113/0/0,9=745/179/109/0,10=1594/404/140/0,11=60! 16 NOTES- (19-20) 1)2-ply truss to be connected together with 1Od(0.131"xY)nails as follows: 'e Top chords connected as follows:1-1/2x7-1/4-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x10-2 rows staggered at 0-9-0 oc. r 1 Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. liL1 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(8)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. - 3)Wind:ASCE 7-16;Vuit=120mph(3-second gust)Vasd=95mph,TCDL=6.Opsf.BCDL=6.Opsf,h=30ft,Cat.It:Exp C.Enclosed,MWFRS(envelope)ge C7 end zone,Lumber DOL=1.60 plate grip DOL=1.60 The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this "L'essl document.not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING - Verify design parameters and READ NOTES PHONE Industries,Inc. 2801 EAST RAPIDS, MI 495RD,NE PHONE(616}364 6161 FAX(616}3650060 GRAND RAPIDS,MI 49525 Truss shall not be cat or modified without approval of the truss design engineer. This component has only been designed for the bads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TP11.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available Job Truaa Truss Type ply Signature Building Systems 212 102287 Ml110301 JACK-CLOSED 4 1 Job Reference(optional) UFP Industries Inc.,Grand Rapids,MI 49525,Robert McManus 8.220 a Aug 13 2018 MiTek Industries,Inc.Wed Aug 5 10:00:42 2020 Page 1 of 1 Copyright02020 UFP Industries,Inc.All Rights Reserved - 11-3-6 2 up 6.00� ,< 2 down 2 1 T1 HW1 4 N B1 3 05 1-1-0 0-p-,14 _3, Plate Plate OtTsets X 1:0-0-9 0.0-5 1:0.4-2 0-2-1 1:0-05 0-2-1 LOADING(psf) SPACING' 1-4-0 CSL DEFL in (loc) Udefl Ud PLATES GRIP TCLL 0.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 1 >999 240 1T20 197/144 (Ground Snow=40.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 1 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 nfa Na BCLL 0.0 'BCDL 10.0 Code 18C20181TP12014 Matrix-P Weight:7 lb FT=0% LUMBER- BRACING. TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-3-6 oc pudins. [P] BOT CHORD 2x10 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEDGE Left:2x3 SPF Stud REACTIONS. (lb/size) 1=39/0-M,3=39/Mechanical Max Horz1=34(LC 8) Max Uplift3=-25(LC 8) Max Grav1=62(LC 13),3=63(LC 13) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-78/0 BOTCHORD 1-3=0/0 NOTES• 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.Opsf;BCDL=6.Opsf;h=30ft,Cat.II;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C Extenor(2E)zone;C-C for members and forces&MWFRS for reactions shown;Lumber 60L=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16,Pg=40.0 psf;Ps=0.0 psi(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.8 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 3. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. oF NEw W FRFF 09 r ' OC n A The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this A P�'�� document.not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination FeS StO" on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST ELTLIN NE PHONE(616)-364 6161 FAX(616)365 0060 GRAND RAAPIDS,MI1 495 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TP11.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding y fabrication.quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available Job Truss Truss Type OH Py Signature Building Systems 212 102287 Ml110401 JACK-CLOSED 2 1 Job Reference(optional) UFP Industries Inc.Grand Rapids,MI 49525,Robert McManus 8.220 a Aug 13 2018 MiTek Industries,Inc.Thu Aug 13 05:23:48 2020 Page 1 of 1 CopyrightQ202O UFP Industries,Inc.All Rights Reserved 1.2-10 1.4-0 G-610 3A� 6.00 F12 aq0 10 T2 1 up 6x8% 3 1 down 2 T1 / N / 0 Q / N W7 B1 d 1 6 5 01118 1-1-0 0+2 1-4-0 0-Q110 2-8-12 2-6-10 10 _ Plate Offsets X Y 1:0.0-9 0-0-5 2:0-1-15 0-0-0 3:0-1-14 0-1-15 3:0.1-9 0-M 6:0-2-7 0-1-4 LOADING(psf) SPACING- 1-4-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 30.8 plate Grip DOL 1.15 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 197/144 (Ground Snow--40 BCDL 10..00 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 6 >999 180 1 BCLL 0.0' Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 5 Na Na BCDL 10.0 Code IBC2018/TPI2014 Matrix-P Weight:11 lb FT=0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. [P] T2:2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x10 SPF No.2 WEBS 2x6 SPF Stud*Except* W 1:2x4 SPF No.3 REACTIONS. (lb/size) 5=45/Mechanical.4=40/Mechanical,1=8510-3-8 Max Horz 1=39(LC 9) Max Upli tS=-0(LC 9),4=-23(LC 9).1=-9(LC 9) Max Grav5=56(LC 14),4=56(LC 14),1=112(LC 14) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-63/15,2-3=-61/17,3-4=-24/20 BOT CHORD 1-0=18/30,5.6=0/0 WEBS 3-6=-96/75 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 3=2 512 5/5 0/0 NOTES- (10-11) 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.Opsf;BCDL=6.Opsf;h=30ft;Cat.11;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C Extedor(2E)zone;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=40.0 psf;Ps=30.8 psf(Lurn DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00,Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)All additional member connections shall be provided by others for forces as indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-"tall by 2-0-0 wide will fit between the c O N E IV bottom chord and any other members. [- }� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 5,23 lb uplift at joint 4 and 9 Ib uplift at jo AY, W FRF 0,�,L 1. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSVTPI 1. �� 10 I e['ECa vc tc keep the chords in plane.any bending or twisting of the hince plate must be repaired before the building is put into service 14/ 111 The f ald-ociailed members are an intecral pan of the truss design.Retain a dEsicrr,professional Ic specify final field connections and ternpora., 'k k 2 >k suppc-ts.All flelo-installed members must be properly fastenec prior to apply ino any h,adino tc the truss.This design anticipates the final set po - - The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this - N document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination A� FES St0 P on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST RD NE PHONE(616}364-6161 FAX(616}365 0060 GRAND RAPIDS,APIDS,MI MI 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the bads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rw fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available Job Truss Truss Type Oty PH Signature Building Systems 212 102287 M1110407 JACK-CLOSED 2 1 Job Reference(optional) UFP Industries I��,,Grand Rapids.MI 49525,Robert McManus 8.220 a Aug 13 2018 MiTek Industries,Inc.Thu Aug 13 05:25:56 2020 Page i of 1 CopyrightV2020 UFP Industries,Inc.All Rights Reserved 1-2-10 1-4-10 7-11-6 4 6.00 ,2 �5 1 up 1 down 9 -C` 8 N d ra�b 6x8 i 3 2 N� W2 W1 B11 1 6 5 0-0-2 Diira 1-1-0 14-10 2-8-12 5.2-10 � 2-74 7-11-6i Plate Offsets X 1:0-0-9 0-0-5 2:0-1-15 0-0-0 3:0-1-14 0-1-15 3:0.1-9 0-0-0 6:0.2-7 0-1-4 LOADING(psf) SPACING- 14-0 CSL OEFL in (loc) Utlefl Ud PLATES GRIP TCLL 30.8 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.00 6 >999 240 MT20 1971144 (Ground Snow--40.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.00 6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCLL 0.0' Code IBC2018/TPI2014 Matrix-P Weight:11 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2'Except* TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. [P) T2:2x6 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x10 SPF No.2 WEBS 2x6 SPF Stud*Except* W1:2x4 SPF No.3 REACTIONS. (lb/size) 5=136/Mechanical,4=258/Mechanical,1=213/0-3-8 Max Horz 1=162(LC 9) Max Uplift5=-56(LC 9),4=-144(LC 9),1=-19(LC 9) Max Grav5=159(LC 14),4=378(LC 14),1=246(LC 14) FORCES. (lb)-Maximum CompressionMlaximum Tension TOP CHORD 1-2=279773,2-3=-278/75,3-7=-146/24,7-8=137/29,8-9=-131/34,4-9=-130/133 BOTCHORD 1.6=-67/92,5.6=0/0 WEBS 3-6=-345/275 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(Ill-in) 3=149/140/281/0 NOTES- (10-11) 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph:TCDL=6.Opsf;BCDL=6.Opsf;h=30f1;Cat.11;Exp C;Enclosed:MWFRS(envelope)gable end zone and C-C Exterior(2E)-0-0-7 to 2-11-9,Interior(l)2-11-9 to 6-2-15,Exlenor(2R)6-2-15 to 10-5-14 zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16:Pg=40.0 psf;Ps=30.8 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)All additional member connections shall be provided by others for forces as indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. of N E tV 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint 5,144 lb uplift at joint 4 and 19 It,uplift at W. FRLC 9 joint 1 _rl 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .c the choros I I:. e-:_repeuec t e c-e 1, rto service. nc ro- I cc r,:bers are ar rl c zr�i tan o .ne t LE Fete,, o y p .at to 5PECOV fit 21 I c -ec;.L r s and temporary supoorts.All field rn..alled memt�erF mist be properly f2stened pr or to applying ny I-c the lni-s.This design anticipates the final set position. cc UJ 441 V The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this �Fco.�i��NP� document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. _ AWARNING -Verify design parameters and READ NOTESP UFP Industries,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. HONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M',v fabrication.quality control,storage,delivery.erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available 12-00-00 9.08-00 9-06-00 12-00-00 b A + + + + + 0 0 0 0 0 0 0 0 00 0 0 0 0 0 o A +o 0 0 0 0+ o 0 0 0 0 0 0 +0 0 rum, A A A A A P W v O 0 0 0 0 O O O + 1+ + + O O O 0 0 0 O p O s e e e a q e I d e e S q 1 00 M111030 I I I 1 j N 1 1110301 1 0 ,Q - r CCE11201 1 0 �,� CCE112 N 1 00 CCE71203 1 00 m j CCE11204 m o 0 41 N Q 1 CCE1120 po 1 00 1-0-08 CCE11208 1-OB 1 00 CCE11209 -0 1 00 i CCE11211 3 CCE11212 -00 1 - — 1 0 j CCE11214 CCE11213 Q 1 00 CCE11215 1 00 CCE112116 i 00 _ - CCE1121 CCE11218 2-00 1-0-00 N CCE11219 w R� 1 00 CCE11101 $ 1 00 CCE11101 1 CCE1110: 1 00 CCE111F 110 08 CCE 11101 11409.08 14-07-00 16-07-08 Signature Buidling Sys bdMbMNRtlnYR•nTMtlR•P•cibMa"«ft �. •• - w••a asgn u.nlrw on n.pbornarR m,w:re.Tha Eu/!bq a•+9rur u rapomlbM ror Irnponry na Parin•rw'A bncbq 220058 IM,mnoaot M.r,iwR io-<nnpso.ra sd°ymaa w.h-n ta fnb wT—au horbw Wrs pw eMavdu cegb e59.°]TnDMn.ra ariry D�tla•n am,.,M bobwa,w<pN.p o rn5 3aIb nup,w It.Mn Wn enryr wwMaa Wrtay.db«aaCIP Gordon, Lr O8/13/2010 v11M1M p—dssItw -11-1,MfitA mple.,m a. rb uao.tl N,y Oo not.R is IM rwpomibWy of bx Gnn,l Conhncbr15uprymrnrR N pwib a A Universal Forest Products Company F r-ro.iln troll w•"a.rx,�Mu.nun p.Rt,Mna,na a..qa w «rFn.n POE nwi n,lar.po 2awwmWn Mrgaa Ey.m.�.Mr IW appowl buMv ar,wnNa ror AIMv b.r•aPrneM for.now or n.aTn,bbna n,a bn•Mr I=Yvnp conatrucUon.DO NOT CUT NOTCH.DRILL,OR OT M W"REPMW MANUFACTURED TRUSSES IN ANY WAY PO Box SL Royer Street Gordon,PA 17910/Ph-574875.2811/Fu 570-07SLS1 102287 THOUT MOR WRITTEN AUi110RWTION BY A LICENSED PROFESSIONAL DESIGNATED BY I P.VP WILL NO HELD RESPONSIBLE FOR ANY MO MATIONS OR'CIWiGE BACKS'DONE WITHOUT PRIOR WRITTEN —OR ON FROM I.FR Q O o 0 0 0 0 O o O o O 0 0 x o O o 0 0 0 0 0 0 0 0 N O N J O O M O J H N n O co W O O O O O O O O O M LL E 7 U),1T, ~ a O I> 0 0 0 0 0 0 O o 0 0 0 0 0 0 N 0 0 0 o o o 0 0 O 0 O 0 o J o ~ � O E J 0 � 0) co O O O O O O O O LL LL O C ; N 0 0 0 O O C, O O O O O O O O 1 0 o 0 O O O O O O O O O O J N F m O O m O O J O O O O O O O O N L E N a O I IU)l I I I I I I I I I Q 0 0 0 0 0 0 0 0 o O o O 0 0 x 0 0 0 0 0 0 O O O O O O 00 O N O O O J C N O O O O O O O p D_ d � N ~ @ 0 0 0 0 0 0 O O 0 CD O O O 07 �i 0 0 0 0 0 0 O O O O O O O O N 1. 0 O � p � p J O 'p O O O O O O O @ N LL E 9 L 7 N N I I I 1> O b 7 C. O O O O O O o O 0 0 U .� O O O 0 0 0 O O O O O O roil N M N L co L O O O V J O 3 N m O O O O O O 0 0 p O W L E S Q O2 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x o 0 O O o 0 0 O 0 0 0 O N p O N N N > > li o o o o o 0 0 T 6 N > > > N m « N N N E (n TD O) Ot O> > U C C C p n N N N U O O O 7 a0 O O O U') 0 0 Q) O <O O O O N (O 0 0 0 M O O 00 O V 0 O O N -C M Q LL N L.L V LL. O N D Q D n NN a o N m N cn VJ 0 0 H N 0 0 J 7 O O -p O O -p O O M 0 N N W Q O Q O Q N N N O li O E O N Q N N O O N � � > # A oO Q QI L N N O O O X E N NQ O C 4) O o O 0 O o 7 = 5 c uai O — m d j C N N > N F x U W N O y O J o ° > c c rn O) cN a(ani ' N (co a o@ m o 0 CD of ° O Z) o ani � U) n U o y s � W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rn >2 O O O O O O O O O O O O N o J N H 00 o J m r Ln D 00 06 O O O O O O O O � N LL LL E O co N > Q C o C O o C O O O O O O 0 0 �2 O O O O O O O p O O p C O � O O n O �+ w v (D 0 J a) N 00 CD O O CD CD CD CD = C O LL E CL -�]T. IT O w > cc >@ Q O O O CD O O CD O CD 0 O CD p > x CDCDO O O O CDO O CD O LO) C C rn O C O O J -O O � O � 0 O O O O O C O O 6 Ll E _U Q � 'N > L6 E _ � IT I � I � I I � I I O O Q CD o 0 O CD CD CD CD CD (D O O 0 0 O O O O O O O p O O w N L6 N L Q 0 y O c) OL J (0 O O O O O O C CD N O r:. O LU LL E >' 0 U) V N V O O O 0 0 0 CD CD o CD O CD CD O xx O O O 0 0 0 O O O O O C o Z N Cp N LL J o Ln N > I'T LB aj 00 m > O O > 0 CD > 0 O O O o N m Y N N N E m m C C C C p (6 N N _O 7 C C Ln O p 0 0 0 0 - C O - O V -- N O L.0) V N O o o o 0.0 P o O P O N P V O N� (h 6 LL N LL LL N 07 CT a pN ` 0 N co >. O p p @ in in in 00 ur N - p r 'b F I, CD (0 c� -� CD CDLO Oj N a^ C CDQ f� Q C,00 r Q CD N C r N LL N N CP E - -T IIII I I III > N CO C 00 N q o O r- Lf) 00 *k 6 LL y L N M N V C O M N CDQ E a O O O O x Q 00 •� C O O O O O O = F- (6 c C O 0 CD co ` � j C O d > - N M M �- N m x U W (0 O J O ` c6 C O j 0 D :3 D 0 \\( J o > > > > > > > > Fz > C "O O O C CO C CO C CO O U O D U O U E CO U 4) U N U N > o a"i = D N () O Cf) O (n o .O W (n Cn = U c l ld ,� LLJ NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Name of Authority havingjurisdiction: OWNER OF PROPERTY: Lazz Development SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 259 North Ridge St Rye Brook, NY Westchester County PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): x❑ New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): Q Truss Type Construction (TT) ❑ Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): ❑ Floor Framing, Including Girders and Beams (F) 0 Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner ❑ Owner's Representative F0644089821R NOTICE OF INTENT nMAR 2 2021 New York State Department of Environmental nft",6418h RYE BROOK AftDivision of Water BUILDING DEPARTMENT ` 111 625 Broadway, 4th Floor NYREEEEEE - Albany, New York 12233-3505 (for DEC use only) Stormwater Discharges Associated with Construction Activity Under State Pollutant Discharge Elimination System (SPDES) General Permit # GP-0-15-002 All sections must be completed unless otherwise noted. Failure to complete all items may result in this form being returned to you, thereby delaying your coverage under this General Permit. Applicants must read and understand the conditions of the permit and prepare a Stormwater Pollution Prevention Plan prior to submitting this NOI. Applicants are responsible for identifying and obtaining other DEC permits that may be required. -IMPORTANT- RETURN THIS FORM TO THE ADDRESS ABOVE OWNER/OPERATOR MUST SIGN FORM Owner/Operator Information Owner/Operator (Company Name/Private Owner Name/Municipality Name) P a w l i n g H o l d i n g s L L C Owner/Operator Contact Person Last Name (NOT CONSULTANT) L a r i z z a Owner/Operator Contact Person First Name L o u i s Owner/Operator Mailing Address 2 5 S o u t h R e g e n t S t r e e t City P o r t C h e s t e r State zip N Y 1 0 5 7 3 - Phone (Owner/Operator) Fax (Owner/Operator) Email (Owner/Operator) l o u l a z z@ a o l c o m FED TAX ID m - (not required for individuals) LPage 1 of 14 F6401089828 Project Site Information Project/Site Name N o r t h R i d g e S t r e e t D e v e l o p m e n t Street Address (NOT P.O. BOX) 2 5 9 N o r t h R i d g e S t r e e t Side of Street O North O South 0 East O West City/Town/Village (THAT ISSUES BUILDING PERMIT) V i l l a g e o f R y e B r o o k State Zip county DEC Re ion N Y 1 0 5 7 3 _ � W e s t c h e s t e r 3� Name of Nearest Cross Street W e s t R i d g e D r i v e Distance to Nearest Cross Street (Feet) Project In Relation to Cross Street 2 3 0 1 •North O south O East O Nest Tax Map Numbers Tax Map Numbers Section-Block-Parcel 1 3 5 3 5 - 1 - 1 1 1 3 5 3 5 - 1 - 1 1 1. Provide the Geographic Coordinates for the project site in NYTM Units. To do this you must go to the NYSDEC Stormwater Interactive Map on the DEC website at: www.dee.ny.gov/imsmaps/stormwater/viewer.htm Zoom into your Project Location such that you can accurately click on the centroid of your site. Once you have located your project site, go to the tool boxes on the top and choose "i" (identify) . Then click on the center of your site and a new window containing the X, Y coordinates in UTM will pop up. Transcribe these coordinates into the boxes below. For problems with the interactive map use the help function. X Coordinates (East-in ) Y Coordinates (Northin ) 6 1 0 6 7 1 4 5 4 2 2 9 9 2. What is the nature of this construction project? •New Construction O Redevelopment with increase in impervious area O Redevelopment with no increase in impervious area Page 2 of 14 F4107089829 3. Select the predominant land use for both pre and post development conditions. SELECT ONLY ONE CHOICE FOR EACH Pre-Development Post-Development Existing Land Use Future Land Use O FOREST O SINGLE FAMILY HOME Number of Lots O PASTURE/OPEN LAND O SINGLE FAMILY SUBDIVISION O CULTIVATED LAND 0 TOWN HOME RESIDENTIAL 4 SINGLE FAMILY HOME O MULTIFAMILY RESIDENTIAL O SINGLE FAMILY SUBDIVISION O INSTITUTIONAL/SCHOOL O TOWN HOME RESIDENTIAL O INDUSTRIAL O MULTIFAMILY RESIDENTIAL O COMMERCIAL O INSTITUTIONAL/SCHOOL O MUNICIPAL O INDUSTRIAL O ROAD/HIGHWAY O COMMERCIAL O RECREATIONAL/SPORTS FIELD O ROAD/HIGHWAY O BIKE PATH/TRAIL O RECREATIONAL/SPORTS FIELD Q LINEAR UTILITY (water, sewer, gas, etc.) O BIKE PATH/TRAIL p PARKING LOT O LINEAR UTILITY O CLEARING/GRADING ONLY O PARKING LOT O DEMOLITION, NO REDEVELOPMENT O OTHER O WELL DRILLING ACTIVITY * (Oil, Gas, etc.) O OTHER *Note: for gas well drilling, non-high volume hydraulic fractured wells only 4. In accordance with the larger common plan of development or sale, enter the total project site area; the total area to be disturbed; existing impervious area to be disturbed (for redevelopment activities) ; and the future impervious area constructed within the disturbed area. (Round to the nearest tenth of an acre.) Future Impervious Total Site Total Area To Existing Impervious Area Within Area Be Disturbed Area To Be Disturbed Disturbed Area I'[ 1 1 1 101•E ' 5. Do you plan to disturb more than 5 acres of soil at any one time? O Yes •No 6. Indicate the percentage of each Hydrologic Soil Group(HSG) at the site. A B C D = % 7 1 % � % 0 2 9 % 7. Is this a phased project? O Yes • No Start Date End Date 8. Enter the planned start and end 6 � 1 / 2 0 2 1 — 0 6 / 0 1 / 2 0 2 2 dates of the disturbance 0 0 activities. LPage 3 of 14 F8600089821 9. Identify the nearest surface waterbody(ies) to which construction site runoff will discharge. Name U n n a m e d W e t l a n d o n s i t e 9a. Type of waterbody identified in Question 9? O Wetland / State Jurisdiction On Site (Answer 9b) O Wetland / State Jurisdiction Off Site O Wetland / Federal Jurisdiction On Site (Answer 9b) O Wetland / Federal Jurisdiction Off Site O Stream / Creek On Site O Stream / Creek Off Site O River On Site 9b. How was the wetland identified? O River Off Site O Lake On Site O Regulatory Map O Lake Off Site 0 Delineated by Consultant • Other Type On Site O Delineated by Army Corps of Engineers O Other Type Off Site O Other (identify) 10. Has the surface waterbody(ies) in question 9 been identified as a O Yes 0 No 303(d) segment in Appendix E of GP-0-15-002? 11. Is this project located in one of the Watersheds identified in Appendix C of GP-0-15-002? O Yes 0 No 12. Is the project located in one of the watershed areas associated with AA and AA-S classified O Yes •No waters? If no, skip question 13. 13. Does this construction activity disturb land with no existing impervious cover and where the Soil Slope Phase is O Yes O No identified as an E or F on the USDA Soil Survey? If Yes, what is the acreage to be disturbed? ='E] 14. Will the project disturb soils within a State regulated wetland or the protected 100 foot adjacent O Yes •No area? LPage 4 of 14 F6403089820 15. Does the site runoff enter a separate storm sewer system (including roadside drains, swales, ditches, Yes O No O Unknown culverts, etc) ? 16. What is the name of the municipality/entity that owns the separate storm sewer system? V i l l a g e o f R y e B r o o k 17. Does any runoff from the site enter a sewer classified O Yes •No O Unknown as a Combined Sewer? 18. Will future use of this site be an agricultural property as defined by the NYS Agriculture and Markets Law? O Yes •No 19. Is this property owned by a state authority, state agency, federal government or local government? O Yes •No 20. Is this a remediation project being done under a Department approved work plan? (i.e. CERCLA, RCRA, Voluntary Cleanup O Yes A No Agreement, etc. ) 21. Has the required Erosion and Sediment Control component of the SWPPP been developed in conformance with the current NYS ®Yes ONO Standards and Specifications for Erosion and Sediment Control (aka Blue Book) ? 22. Does this construction activity require the development of a SWPPP that includes the post-construction stormwater management practice component (i.e. Runoff Reduction, Water Quality and • Yes ONO Quantity Control practices/techniques) ? If No, skip questions 23 and 27-39. 23. Has the post-construction stormwater management practice component of the SWPPP been developed in conformance with the current NYS Yes ONO Stormwater Management Design Manual? Page 5 of 14 F0251089825 24. The Stormwater Pollution Prevention Plan (SWPPP) was prepared by: • Professional Engineer (P.E.) O Soil and Water Conservation District (SWCD) O Registered Landscape Architect (R.L.A) O Certified Professional in Erosion and Sediment Control (CPESC) O Owner/Operator O Other SWPPP Pre arer R a l p h G M a s t r o m o n a c o , P E , P C Contact Name (Last, Space, First) M a s t r o m o n a c o R a l p h Mailin Address -77 1 3 D o v e C our t City C r o t o n - o n - H u d s o n State Zip N nY 1 0 5 2 0 Phone Fax Email h a r d y c r o s s@ a o l c o m SWPPP Preparer Certification I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for this project has been prepared in accordance with the terms and conditions of the GP-0-15-002. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of this permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. First Name MI R a l p h Last Name M a s t r o m o n a c o , P E . Signature I Date VX 0 3 0 5 2 0 2 1 LPage 6 of 14 J 1 6T 30 L abed uoTgoagozd xuEqumeagS O 3e 0 uoTgoagozd gaTgnO xOOld O uoTgoagozd adOTS dezdTg O buTTggEM O TTEM buTuTEgag O burggEyZ usnzg O 6uinT3 Paned O TEoTuuoagoTg (agasouOO) T9uueg0 paned O szeq zagEM O (xoog) AeMzageM pauTZ O buTpezE) puEZ O uTEgzno AgrpTgzny O azngonzgS uOTgEZTTTgegg apEzO O aTEMS AzEzoduray O uoTszanTQ O uOTssanTQ uTEzpuuOgS Aavaoduzay O uTseg sTzgaQ O burssoz0 AeMzagPM ss000y AzEzodway O axTQ aTeg AEg�e�ezgS [van-4onsgS -4uau2tuz9d uoTgoagozd gaTui uTesQ uu04S , sAEMzagEM buTgegabaA O aouEzgUZ uor40ns4suOO pazTTTgegS buTTTosdoy O aoua3 gTTS OTiemS AzEzodway O sdesy guawT a P S uoTgoagozd xuequmazgS O uTseg guauiTpaS axTQ aTEg APH/ME2gS O urea x0o'd O buTppOS O xuEy 4UOWTpaS aTgegzOd O buTpaaS O uTE2Q adoTS edTd O guaivanozduil EaZV uorgeazoag O aTVAS/axTQ zagaw—ed O uOTgegabaA bur40840zd O zapeazdS TanaZ O buTuOTnNt O 9,3[TQ xnzE3 O AeMzageM passez0 O TOzguOO gsna O uoTgEZTTTgegS ounQ O uOTgeZTTTgegS peO'd uoTgonzgsuOO O buTggew gsnzg O sureQ 3[091qo O seansvew anT4E-4aban Tezn-4ona:gS Aavzroduuay :agzs goaCoad aqg uO paAOTdwa aq TTTM gPgg saoTgoPad Tozguoo guawTpas PUP uoTSOa@ aqg 30 TTE 409TaS 9Z ON O sax 0 Zpaapdaad uaaq saozgoazd quauiab2uPw pauuPTd aqg zo; aTnpagos aouanbas uozgonagsuoo P sPg SZ ZZ86809000 I 0182089828 Post-construction Stormwater Management Practice (SMP) Requirements Important: Completion of Questions 27-39 is not required if response to Question 22 is No. 27. Identify all site planning practices that were used to prepare the final site plan/layout for the project. • Preservation of Undisturbed Areas O Preservation of Buffers •Reduction of Clearing and Grading •Locating Development in Less Sensitive Areas O Roadway Reduction O Sidewalk Reduction O Driveway Reduction O Cul-de-sac Reduction O Building Footprint Reduction O Parking Reduction 27a. Indicate which of the following soil restoration criteria was used to address the requirements in Section 5.1.6("Soil Restoration") of the Design Manual (2010 version) . •All disturbed areas will be restored in accordance with the Soil Restoration requirements in Table 5.3 of the Design Manual (see page 5-22) . O Compacted areas were considered as impervious cover when calculating the WQv Required, and the compacted areas were assigned a post-construction Hydrologic Soil Group (HSG) designation that is one level less permeable than existing conditions for the hydrology analysis. 28. Provide the total Water Quality Volume (WQv) required for this project (based on final site plan/layout) . Total WQv Required acre-feet 29. Identify the RR techniques (Area Reduction) , RR techniques (Volume Reduction) and Standard SMPs with RRv Capacity in Table 1 (See Page 9) that were used to reduce the Total WQv Required(#28) . Also, provide in Table 1 the total impervious area that contributes runoff to each technique/practice selected. For the Area Reduction Techniques, provide the total contributing area (includes pervious area) and, if applicable, the total impervious area that contributes runoff to the technique/practice. Note: Redevelopment projects shall use Tables 1 and 2 to identify the SMPs used to treat and/or reduce the WQv required. If runoff reduction techniques will not be used to reduce the required WQv, skip to question 33a after identifying the SMPs. Page 8 of 14 7738089822 Table 1 - Runoff Reduction (RR) Techniques and Standard Stormwater Management Practices (SMPs) Total Contributing Total Contributing RR Techniques (Area Reduction) Area (acres) Impervious Area(acres) 9 Conservation of Natural Areas (RR-1) . . . �• 1 6 and/or �•� O to Riparian Buffers/Filters �'� Bufferss/F/F ilters Strips (RR-2) , , , , , , , , , , and/or .) Tree Planting/Tree Pit (RR-3) . . . . . . . . . . :nd/or nd/or O Disconnection of Rooftop Runoff (RR-4) RR Techniques (Volume Reduction) O Vegetated Swale (RR-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ORain Garden (RR-6) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Stormwater Planter (RR-7) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Rain Barrel/Cistern (RR-8) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPorous Pavement (RR-9) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OGreen Roof (RR-10) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Standard SMPs with RRv Capacity O Infiltration Trench (I-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • 4 Infiltration Basin (I-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • . . . 0 2 5 3 Dry Well (I-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 1 5 O Underground Infiltration System (I-4) OBioretention (F-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ODry Swale (0-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Standard SMPs O Micropool Extended Detention (P-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . OWet Pond (P-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Extended Detention (P-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • O Multiple Pond System (P-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPocket Pond (P-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Surface Sand Filter (F-1) . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • • • • • • . O Underground Sand Filter (F-2) . . . . . . • • • • • • • • • • • • • • • • • • • • • • • • . . O Perimeter Sand Filter (F-3) . . . . . . . . . . . . . . . . . . • • • • • • . . . . . . . . . . . O Organic Filter (F-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Shallow Wetland (W-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Extended Detention Wetland (W-2) O Pond/Wetland System (W-3) . . . . . . O Pocket Wetland (W-4) „ O Wet Swale (0-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LPage 9 of 14 I 0762089822 Table 2 - Alternative SMPs (DO NOT INCLUDE PRACTICES BEING USED FOR PRETREATMENT ONLY) Total Contributing Alternative SHP Impervious Area(acres) OHydrodynamic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Owet vault . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . O Media Filter . . . . . . . . . . . . . . . . . . . O Other . . . . . . Provide the name and manufacturer of the Alternative SMPs (i.e. proprietary practice(s) ) being used for WQv treatment. Name Manufacturer Note: Redevelopment projects which do not use RR techniques, shall use questions 28, 29, 33 and 33a to provide SMPs used, total WQv required and total WQv provided for the project. 30. Indicate the Total RRv provided by the RR techniques (Area/Volume Reduction) and Standard SMPs with RRv capacity identified in question 29. Total RRv provided =' 0 8 4 acre-feet 31. Is the Total RRv provided (#30) greater than or equal to the total WQv required (#28) . If Yes, go to question 36. • Yes O No If No, go to question 32. 32. Provide the Minimum RRv required based on HSG. [Minimum RRv Required = (P) (0.95) (Ai)/12, Ai=(S) (Aic) ] Minimum RRv Required acre-feet 32a. Is the Total RRv provided (#30) greater than or equal to the Minimum RRv Required (#32) ? O Yes O No If Yes, go to question 33. Note: Use the space provided in question #39 to summarize the specific site limitations and justification for not reducing 100% of WQv required (#28) . A detailed evaluation of the specific site limitations and justification for not reducing 100% of the WQv required (#28) must also be included in the SWPPP. If No, sizing criteria has not been met, so NOI can not be processed. SWPPP preparer must modify design to meet sizing I\ criteria. Page 10 of 14 F1766089827 33. Identify the Standard SMPs in Table 1 and, if applicable, the Alternative SMPs in Table 2 that were used to treat the remaining total WQv(=Total WQv Required in 28 - Total RRv Provided in 30) . Also, provide in Table 1 and 2 the total impervious area that contributes runoff to each practice selected. Note: Use Tables 1 and 2 to identify the SMPs used on Redevelopment projects. 33a. Indicate the Total WQv provided (i.e. WQv treated) by the SMPs identified in question #33 and Standard SMPs with RRv Capacity identified in question 29. WQv Provided acre-feet Note: For the standard SMPs with RRv capacity, the WQv provided by each practice the WQv calculated using the contributing drainage area to the practice RRv provided by the practice. (See Table 3.5 in Design Manual) 34. Provide the sum of the Total RRv provided (#30) and �.� the WQv provided (#33a) 35. Is the sum of the RRv provided (#30) and the WQv provided (#33a) greater than or equal to the total WQv required (#28) ? O Yes O No If Yes, go to question 36. If No, sizing criteria has not been met, so NOI can not be processed. SWPPP preparer must modify design to meet sizing criteria. 36. Provide the total Channel Protection Storage Volume (CPv) required and provided or select waiver (36a) , if applicable. CPv Required CPv Provided �0 0 8 4 acre-feet �. 0 8 4 acre-feet 36a. The need to provide channel protection has been waived because: O Site discharges directly to tidal waters or a fifth order or larger stream. O Reduction of the total CPv is achieved on site through runoff reduction techniques or infiltration systems. 37. Provide the Overbank Flood (Qp) and Extreme Flood (Qf) control criteria or select waiver (37a) , if applicable. Total Overbank Flood Control Criteria (Qp) Pre-Development Post-development 7 O CFS 4 1 CFS Total Extreme Flood Control Criteria (Qf) Pre-Development Post-development 1 8 4 6 CFS 1 7 5 8 CFS Page 11 of 14 I 1310089822 37a. The need to meet the Qp and Qf criteria has been waived because: O Site discharges directly to tidal waters or a fifth order or larger stream. O Downstream analysis reveals that the Qp and Qf controls are not required 38. Has a long term Operation and Maintenance Plan for the post-construction stormwater management practice(s) been ® Yes O No developed? If Yes, Identify the entity responsible for the long term Operation and Maintenance N o r t h R i d g e S t r e e t D eve l o p m e n t H o m e o 39. Use this space to summarize the specific site limitations and justification for not reducing 100% of WQv required(#28) . (See question 32a) This space can also be used for other pertinent project information. LPage 12 of 14 F4285089826 40. Identify other DEC permits, existing and new, that are required for this project/facility. O Air Pollution Control O Coastal Erosion O Hazardous Waste O Long Island Wells O Mined Land Reclamation O Solid Waste O Navigable Waters Protection / Article 15 O Water Quality Certificate O Dam Safety O Water Supply O Freshwater Wetlands/Article 24 O Tidal Wetlands O Wild, Scenic and Recreational Rivers O Stream Bed or Bank Protection / Article 15 O Endangered or Threatened Species (Incidental Take Permit) O Individual SPDES O SPDES Multi-Sector GP N Y R O Other •None 41. Does this project require a US Army Corps of Engineers Wetland Permit? .� O Yes 0 No If Yes, Indicate Size of Impact. 42. Is this project subject to the requirements of a regulated, traditional land use control MS4? •Yes O No (If No, skip question 43) 43. Has the "MS4 SWPPP Acceptance" form been signed by the principal executive officer or ranking elected official and submitted along •Yes O No with this NOI? 44. If this NOI is being submitted for the purpose of continuing or transferring coverage under a general permit for stormwater runoff from construction activities, please indicate the former SPDES number assigned. N Y R LPage 13 of 14 I 3547089826 Owner/Operator Certification I have read or been advised of the permit conditions and believe that I understand them. I also understand that, under the terms of the permit, there may be reporting requirements. I hereby certify that this document and the corresponding documents were prepared under my direction or supervision. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I further understand that coverage under the general permit will be identified in the acknowledgment that I will receive as a result of submitting this NOI and can be as long as sixty (60) business days as provided for in the general permit. I also understand that, by submitting this NOI, I am acknowledging that the SWPPP has been developed and will be implemented as the first element of construction, and agreeing to comply with all the terms and conditions of the general permit for which this NOI is being submitted. Print First Name MI L o u i S Print Last Name L a r i z z a Owner/9 Mator Signature ` Date U 0 3 0 5 2 0 2 1 LPage 14 of 14 The Office of the Westchester County Clerk:This page is part of the instrument;the County Clerk will rely on the information provided on this page for purposes of indexing this instrument. To the best of II III III I III II II submitter's knowledge,the information contained on this Recording and Endorsement Cover Page is I II I I III II II I I II I II consistent with the information contained in the attached document. *603493442DED002Z* Westchester & Endorsement Page t tion Name: The Great American Ti I n , c. hone: 914 761 1776 Address 1: 170 Hamilton Ave,Ste FEB - a 2021 ax: 914 761 1770 Address 2: IT azhina@gamericantitle.com City/State/Zip: White Plains NY 10601 VILLAGE OF RYE BROOK:MT ference for Submitter: GA2050380 BUI a ails Control Number: 603493442 Document Type: Deed (DED) Package ID: 2020121400237001001 Document Page Count: 4 Total Page Count: 5 Parties ❑ Additional Parties on Continuation page 1 st PARTY 2nd PARTY 1: RIDGELAND GROUP ING Other 1; PAWLING HOLDINGS LLC -Other 2: 2: Property ❑ Additional Properties on Continuation page Street Address: 259 NORTH RIDGE STREET Tax Designation: 135.35-1-11 City/Town: RYE TOWN Village: RYE BROOK Cross- References ❑ Additional Cross-Refs on Continuation page 1: 2: 3: 4: Supporting Documents 1: RP-5217 2: TP-584 Recording Fees Mortgage Taxes Statutory Recording Fee: $40.00 Document Date: Page Fee: $25.00 Mortgage Amount: Cross-Reference Fee: $0.00 Mortgage Affidavit Filing Fee: $0.00 Basic: $0.00 RP-5217 Filing Fee: $125.00 Westchester: $0.00 TP-584 Filing Fee: $5.00 Additional: $0.00 RPL 291 Notice Fee: $10.00 MTA: $0.00 Total Recording Fees Paid: $205.00 Special: $0.00 Transfer Taxes Yonkers: $0.00 Consideration: $500,000.00 Total Mortgage Tax: $0.00 Transfer Tax: $2,000.00 Mansion Tax: $0.00 Dwelling Type: Exempt: ❑ Transfer Tax Number: 22680 Serial#: RECORDED IN THE OFFICE OF THE WESTCHESTER COUNTY CLERK Record and Return To tYlt Recorded: 1 2/2912 02 0 at 02:25 PM ❑ Pick-up at County Clerk's office �Q Control Number: 603493442 Witness my hand and official seal E ��!� John B. Colangelo, Esq. 211 South Ridge Street Timothy C.Idoni Westchester county clerk Rye Brook, NY 10573 RALPH G. MASTROMONACO, PE, P,C. Civil /Site/Environmental Consulting Engineers 13 Dove Court,Croton-on-Hudson,New York 10520 Tel:(914)271-4762 Fax:(914)271-2820 www.rgmpepc.com PROJECT: North Ridge Street Development 259 North Ridge Street Rye Brook, New York SCOPE: Construction Management Impacts and Logistics Plan North Ridge Street Development FOR: Lazz Development, Lou Larizza 8 Hilltop Drive Port Chester, NY 10573 DATE: February 28, 2019 This report identifies the potential impacts of construction based on the work shown on the Site Plan. The relevant, anticipated impacts related to the construction phase are also identified in the FEAF (Full Environmental Assessment Form) for the project and include; noise, work hours, periods of construction, potential impoundments, extent of excavation, description of drainage flows, air emissions, use of pesticides or herbicides, generation of solid waste, recycling or disposal of materials. Further, the detailed erosion and sedimentation plan also describes mitigation during construction. Other impacts that were requested to be examined are as follows: Traffic: The construction of the homes is intended to be modular. This type of construction will involve fewer workers than conventional house construction. The house structure is to be built off-site and trucked to the site. As can be seen from the included traffic counts, the workers who will be arriving by vehicle on site at 8:00 a.m. will not coincide with the peak hours on North Ridge Street. Increased demand for parking: Access to the site and parking will be provided on the site. There is no need to park vehicles off site. I Construction traffic routing: Construction will be mitigated by having one crane on site for erection of the modular and delivering from off-site one modular unit at a time. The construction of the modular, attached houses will take about one week duration which is far less than standard construction. I i- North Ridge Street Development Need for materials storage and staging areas: The need for materials storage and staging areas is mitigated by the very few materials needed to store on site due to the modular construction. The dwellings are prefabricated so there will be minimal storage of lumber or materials. All materials will be stored on site. Security and safety on the construction site: The developer will comply with all OSHA standards and the site will be secured each evening. Increased noise: Noise will be mitigated during construction by running only the machines necessary at any time. In general, noise generation would during the initial site grading which should last a few weeks. Since the construction is modular there will be no lengthy noise impacts. i Vibration: Vibration associated with construction is not anticipated. Potential erosion and sedimentation: The potential for erosion and sedimentation is mitigated by the installation of the numerous erosion control measures prior to any soil disturbance or construction. The erosion control measures are inspected and repaired weekly. Potential for rock removal: i Rock removal is not anticipated to have impacts as most of regrading will be achieved by placing fill. If any rock removal is required for a foundation it will be chipped with a small hammer rather than large heavy construction equipment. i Peak hour traffic: Based on the traffic counts taken from April 13 through April 19, 2016 by ATI, Inc. for this project, the weekday morning peak traffic occurs in the northbound direction on North Ridge Street between 6 am and 8 am. For example, on Thursday, April 14, 2016, from 6 am to 8 am there were 727 cars headed northbound (325+402). i On that day there were 402 vehicles in the hour of 7 am to 8 am. For the 8 am to 9 am period there j were just 191 vehicles. Accordingly, the construction workers arrive at the site after 8 am during a period where the traffic is merely at an average rate for the day rather than a peak rate. In general, the number of trips into the site between 8 am and 9 am would be around 8 vehicles, representing only about 4% of the 8 am peak traffic on North Ridge Street. I North Ridge Street Development Table: Sample Traffic Counts Thursday April 14, 2016 sitar! i hu Nh tart `iH NH 86 12T)'U AM 3 4 01 UO 1 1 OI UO 4 1 03 00 9 3 0400 20 05.00 88 57 M.00 325 169 07.00 402 233 08.00 2lU 194 09.00 1,O 138 10.00 194 156 11:00 147 1/8 12 00 1'P.1 182 157 0100 201 213 0200 241 214 0300 205 296 W(t0 214 321 01,00 215 218 0600 187 174 07.00 115 109 08 00 6/ 84 09.01) 48 ti6 1000 23 29 11,00 10 15 Lane U U t) 0 3266 3115 D,sy 1i U 6381 AM Nak (1/(0) 07:00 VW 402 233 I'M P(;,I, 14 00 16:00 W, ?41 321 Further, note that AM and PM peak traffic hours will not be effected as the workers pull in and park on site and not on any adjoining streets. North Ridge Street will not be used for staging, parking of constructions vehicles or the storage of equipment. Impacts to air quality: There are no anticipated impacts to air quality as the use of machinery is limited to standard construction backhoes and excavators of a scale commonly found working in the area. Conclusion: Any adverse conditions will be eliminated or mitigated by this construction management plan. The construction documents demonstrate compliance with Village Code requirements regarding construction, and identifies the specific best practices pertinent to the site and the development plan. Submitted By: V -- Ralph G. Mastromonaco, PE RGM/mte Cc: Lou Larizza �#14 OF Rid r� y EN 18d0 RECEIVER OF TAXES Nicholas C. Mecca TOWN OF RYE Phone(914)939-3558 Receiver of Taxes 222 GRACE CHURCH STREET Fax. (914) 939-8926 3RD FLOOR PORT CHESTER, NEW YORI<10573 January 26, 2021 Ridgeland Group 139 Maple Avenue Rye, New York 10580 Re:' 259 North Ridge Street Rye Brook, New York 10573 Section 135.35, Block 1, Lot 11 To Whom It May Concern: This is to confirm that the real property taxes on the above-mentioned property are currently paid to the present date. Very truly yours, N holas C. Mecca Receiver of Taxes PAWLING HOLDINGS, LLC 8 Hilltop Drive Port Chester, NY 10573 Phone: 914-396-9606 JANUARY 27, 2021 Mr. Michael Izzo Building Inspector Village of Rye Brook 938 King Street Rye Brook NY 10573 Re: 259 North Ridge Street Subdivision Dear Mr. Izzo: I am writing in reference to Village of Rye Brook Trustees Resolution adopted August 27, 2019 pertaining to the 259 North Ridge Street Subdivision approval. Various conditions have been specified in order for the Village to provide its final subdivision approval to the Developer that have or will be addressed by the Developer or Developer's Engineer and Attorney. Those Village requirements of the Engineer or Attorney and will be responded to separately. Certain Developer responses are listed below: • Condition#9 -The Condominium or Homeowner's Association documents together with all easements, maintenance obligations, vigorous landscaping maintenance will be submitted to the Village when the condo plan is prepared for filing.The Plan shall contain all Attorney General requirements including verification of permits issued. • Condition 10 -Mr. Larizza or an entity controlled by Mr. Larizza will maintain the stormwater system for a period of(2)years starting from when the Homeowner's Association, "HOA",takes over responsibility of the project site. After the (2)year period the HOA will be required to inspect the stormwater system and submit a copy of the inspection report to the Superintendent of Public Works. • Condition 11 -The HOA Plan will require that plants not meeting the standard of'vigorous growing condition' shall be replaced at the beginning of the next immediate growing season. • Condition 12 -The provisions of Village Code Section 250-26.1(g)through 250-26.1(L) shall be complied with under the auspices of the Housing Action Council, "HAC" or the County of Westchester Planning Department. • Condition 13 -The Declaration of Restrictive Covenants according to Village Code Section 250-26.1(H) as outlined in Condition 13 shall be filed as required by the Village at the time of County funding. • Condition 15 -The initial sale and resale of the AFFH Units shall only be to qualified income eligible households as determined by the HAC or the County of Westchester. Very truly yours, Lou Larizza Mike Izzo From: Mike Izzo Sent: Wednesday, January 20, 2021 9:05 AM To: Lou Larizza Cc: Michal Nowak; Steven Fews; 'Tara Gerardi', Laura Petersen Subject: FW: 259 north ridge st Attachments: BOT Approval Resolution 3.14.19.pdf Lou, In addition to the corrected plans there are several requirements contained in the BOT Resolution which must be satisfied prior to the issuance of a Building Permit for either FAH Building on Lot 1. I've attached a copy of the resolution and highlighted those requirements for your convenience. Please review the entire resolution and either fulfill all requirements or provide proof that such requirements have been fully satisfied to the Building Department for review. Once all the conditions have been satisfied and proof of such satisfaction has been provided, reviewed, and approved we can revisit our plan review and permitting initiative for the two FAH Buildings on Lot 1. Thank you. Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Mike Izzo Sent: Wednesday,January 20, 2021 8:44 AM To: Lou Larizza <loulazz@aol.com> Subject: RE: 259 north ridge st I'm talking about the corrections needed for the MRA plans that reference the 2015 codes. You dropped off the corrected plans for Building B aka 2, I'm still waiting on the corrected plans for Building A aka 1. Michael J. Izzo Building& Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Lou Larizza <loulazz@aol.com> Sent: Tuesday,January 19, 2021 8:37 PM To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Re: 259 north ridge st The affordable I dropped the foundation plans last week on Tuesday or Ar you talk about the custom home on the other lot Sent from my iPhone 1 >On Jan 19, 2021, at 3:50 PM, Mike Izzo<Mlzzo@ryebrook.org>wrote: >Should be this week Lou. How are the plans coming for the 1 building? > Michael J. Izzo > Building & Fire Inspector >Village of Rye Brook, NY > (914) 939-0668 >-----Original Message----- • From: Lou Larizza <loulazz@aol.com> >Sent:Tuesday,January 19, 2021 3:43 PM >To: Mike Izzo<Mlzzo@ryebrook.org> >Subject: 259 north ridge st >Just ck in on the permit for 259 north ridge st for the 2 building thank you Lou please advice >Sent from my iPhone z i On a motion made by Trustee Klein and seconded by Trustee Heiser,the following resolution was adopted. RESOLUTION' CONSIDERING APPROVAL OF A LOCAL LAW AMENDING THE ZONING MAP OF THE VILLAGE OF RYE BROOK AND APPROVAL OF SUBDIVISION AND SITE PLAN APPLICATIONS FOR PROPERTY LOCATED AT 259 NORTH RIDGE STREET WHEREAS, the Board of Trustees is in receipt of revised applications by Louis Larizza, contract vendee,for approval of a petition for a zoning map amendment to rezone property from the R-15 zoning district to the Fair and Affordable Housing(FAH)zoning district,3-lot subdivision application and site plan application for four(4)units of affordable housing on proposed Lot 1,located at 259 North Ridge Street,at the intersection of West Ridge Street and North Ridge Street, designated as Parcel ID 135.35 1 11 on the Town of Rye Tax Map and located in the R-15 7.oning District and the Scenic Roads Overlay District;and WHEREAS, the Board of Trustees is the Approval Authority for the application pursuant to Village Code §250-6.1.E(2);and WHEREAS, the Board of Trustees has reviewed the following plans in addition to the application materials set forth in the memorandum from Frederick P.Clark Associates, Inc., dated July 5,2019: 1. Engineer's Plans(Revised Site Plans for Lots 1, 2 and 3),prepared by Ralph G. Mastromonaco, P.E., P.C.,Croton-on-Hudson, N.Y: Sheet Number Sheet Title Dated 0 of 5 Cover Sheet and Drawing Schedule 8127/18 rev.4/30/19 1 of 5 Site Plan, Grading/Layour 4/10/18 rev. 6/26/19 IA of 5 Lot 1 Grading/Layout 6/10/19 rev.6/26/19 2 of 5 Utility Plan 4110/18 rev.6/26/19 3 of 5 Erosion Control Plan 4/10/18 rev. 6/26/19 4 of 5 Sight Distance Study 4/10/18 rev.4/10119 4A of 5 Stopping Sight Distance Study 4/30/19 5 of 5 Details/Notes 2121/18 rev. 1/25/19 1 of 1 Wetland Mitigation Plan 4/10/18 rev.6/26/19 2. Two Sets of Builder's Plans (Lot I Building IA and Building 1B), Lazz Development/Pawling Holdings, Port Chester, N.Y.: Sheet Number Sheet Title Dated 1 Elevations 4/27/18 2 Elevation Calculations, Fire Ladder Diagrams, and Site Section 1/23/18 3 Foundation Plan 4127/18 4 First Floor Plans 4/27/18 5 Second Floor Plans 4/27/18 3. Planting Plan (Lot 1). prepared by Anthony Zaino, RLA, Westchester County Planning Department,dated 4/8/18,revised 12/13/18 4. Tree Preservation Plan (Lot 1), prepared by Anthony Zaino, RLA, Westchester County Planning Department,dated 1/29/19 5. Preliminary Subdivision Plat, prepared by Ralph G. Mastromonaco, P.E., P.C., Croton-on- Hudson, N.Y.,dated April 10,2018;and WHEREAS,the Board of Trustees previously determined the proposed action to be an Unlisted Action pursuant to the State Environmental Quality Review Act(SEQRA);and 14104AW910,1 9/1009 it WHEREAS, the revised applications are in response to comments received by Village staff, consultants and the public concerning the previously proposed development of eight (8) units of affordable housing on proposed Lot I which was last considered on an agenda of the Board of Trustees on December 13,2016 for the purposes of a public hearing;and WHEREAS, the Board of Trustees referred the original applications to the Planning Board of the Village of Rye Brook in September 2015 and the Planning Board adopted an advisory Report and Recommendation in September 2016;and WHEREAS, the Board of Trustees referred the revised applications to the Planning Board of the Village of Rye Brook in November 2018 and the Planning Board adopted an advisory Report and Recommendation in March 2019.and WHEREAS, the Board of Trustees referred the revised applications to the Westchester County Planning Board pursuant to the NYS General Municipal Law and the Westchester County Administrative Code and received a response from Westchester County Planning Board dated April 1, 2019;and WHEREAS,on July 10, 2019,the Board of Trustees opened a public hearing on the subject site plan and subdivision applications, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said applications and the Board of Trustees closed the public hearing on August 27,2019;and WHEREAS, on August 27, 2019, the Board of Trustees opened a public hearing on the proposed local law, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said local law and the Board of Trustees closed the public hearing on August 27, 2019;and WHEREAS, the Board of Trustees has reviewed memoranda from the Village Planning Consultant and the Village Engineering Consultant;and WHEREAS, as set forth in Village Code §250-26.1(B), the purpose of the FAH District is to "provide flexible land use regulations,a streamlined permitting process and incentives to encourage the development of fair and affordable housing within the Village that will remain fair and affordable for at least 50 years as required pursuant to the Stipulation"and to"encourage a balanced demographic;"and WHEREAS,rezoning the property to the FAH District will benefit the Village by achieving the aforementioned objectives through the construction of affordable housing in buildings that have been designed to be generally consistent with the character of the neighborhood;and WHEREAS, pursuant to Village Code §250-26.1(Fx3)(b),the Applicant has requested that the Board of Trustees approve the following waivers from the applicable dimensional and bulk requirements of the FAH District to be applied to the subject property based on a May 15, 2019 and August 25.2019 Zoning Analysis by the Village Building&Fire Inspector- I. §250-20.A., B., C., and DJ§2504.B: The proposed construction of two detached dwellings on a single lot regardless of the number of families is not a permitted principal use, not a permitted accessory use, not a use permitted at the discretion of the Village Board,and not a use permitted at the discretion of the Planning Board in either the R-15 zone or in the FAH zone. Therefore,a waiver from the limitation of one main building permit lot is required. 2. §250-20.G(1)/250-7.F(6)(b): The minimum required front yard setback within the Scenic Roads Overlay District(SROD)is 60 feet. The proposed Lot 1 site plan indicates both 2-family FAH dwellings are proposed with a 30 foot front yard setback. Therefore a front yard setback waiver of 30 feet is required for both buildings. cat+nae+rovia,i w�aw 3. §250-7.F(6)(c): The minimum required vegetative buffer along North Ridge Street within the SROD is 35 feet. Both 2-family FAH buildings are proposed to be setback 30 feet from the front property line. Therefore, an SROD vegetative buffer waiver of 5 feet will be required for both buildings. 4. §250-6.G(1)(d)(2): The minimum required front yard setback for unenclosed off-street parking is 25 feet. Both 2 family FAH buildings are proposed to be provided with a parking court encroaching to within 14.7 feet of the front lot line. Therefore a front yard unenclosed off-street parking setback waiver of 10.3 feet will be required for both FAH parking courts. 5. §250-20.1(1): The maximum allowable front height/setback ratio is .60. FAH Building 1 A is proposed with a front height/setback ratio of .88. Therefore a front height/setback ratio waiver of .28 is required for FAH Building IA. 6. §250-20.I(1): The maximum allowable front height/setback ratio is .60. FAH Building I B is proposed with a front height/setback ratio of .82. Therefore a front height setback ratio waiver of.22 is required for FAH Building 1B. 7. §250-20.1(2): The maximum allowable side height/setback ratio is 1.60. FAH Building 1B is proposed with a side height/setback ratio of 2.2. Therefore a %ide height/setback ratio waiver of .60 is required for FAH Building I B. WHEREAS, the Board of Trustees is fully familiar with the subject property and has reviewed and considered the Planning Board's report and recommendation, all submittals by the Applicant, all memoranda issued by Village staff and consultants, and all comments from the public and governmental agencies. NOW,THEREFORE BE IT RESOLVED,that in accordance with Section 250-40(G)of the Village Code, the Village Board hereby waives the following notification requirements for the public hearing requirements for this Application: 1. The names of the property owners listed on the mailing and affidavit of mailing may differ from the actual property owners; 2. Only one individual may be listed on the mailing and affidavit of mailing even though more than one individual may be a property owner;and 3. The size of the lettering on the posted sign may he approximately 0 5" less than required by code. BE IT FURTHER RESOLVED, that the Board of Trustees hereby determines that the Project will not result in any significant adverse environmental impacts based upon the information stated in the EAF and supplemental information,and hereby adopts the annexed Negative Declaration. BE IT FURTHER RESOLVED, that the Board of Trustees hereby adopts the annexed local law amending the Zoning Map of the Village of Rye Brook to change the zoning designation of a portion of property located at 259 North Ridge Street and designated on the Town of Rye Tax Map as Section 135.35, Block 1, Lot 11, from the R-15 Zoning District to the FAH "Zoning District, that portion being Lot I as shown on the Subdivision Plat, prepared by Ralph G.Mastromonaco, P.E., P.C., dated April 10, 2018, consisting of 56,909 square feet (1.30 acres), as described in the annexed local law. BE IT FURTHER RESOLVED, that the Board of Trustees hereby approves the FAH Zoning District,pursuant to Village Code§250-26.1(F)(3)(b),upon the following findings: I. The waivers are consistent with the purpose and intent of the Village of Rye Brook Zoning Code and Official Map; 1111n44W160 arary i 2. The waivers will further fair and affordable housing within the Village by jpermitting the development of four(4) units of fair and affordable housing that are designed and intended to be consistent with the requirements of the 2009 Stipulation and Order of Settlement and Dismissal in the case of United States of America ex rel. Anti-Discrimination Center of Metro New York, Inc. v. Westchester County, New York, which requires Westchester County to implement a plan to provide 750 units of fair and affordable housing in eligible municipalities throughout the County; 3. The waivers will permit the construction of a two 2-family family residential buildings consisting of a total of four (4) units of fair and affordable housing pursuant to an architectural design and site layout that is generally consistent with the character of the North Ridge Street corridor and therefore. is in harmony with the appropriate and orderly development of the immediate area; 4. The waivers have been minimized the greatest extent practicable to mitigate any potential impacts upon the orderly development and quality of life for neighboring areas; 5. The waivers will permit the construction a housing-type that will add to the diversity of the Village's housing stock and which will contribute to economic development within the Village; 6. The site plan has been designed with the requested waivers to include appropriate screening, stormwater management facilities, landscaping and other site elements, such that the kication, nature and height of the proposed building, location of parking and the nature and extent of landscaping on the site will not hinder or discourage the appropriate development and use of adjacent land and buildings or substantially impair the value thereof; 7. As demonstrated by the adoption of a Negative Declaration pursuant to SEQRA, the waivers will not result in any significant adverse environmental impacts;and 8. The requested waivers are the minimum necessary to maintain the economic viability of the affordable housing development proposal;and BE IT FURTHER RESOLVED, that the Board of Trustees hereby finds that the Final Plat will not be substantively changed from the Preliminary Plat, Section 250-26.I.E(2)(b) of the Village Zoning Code permits an applicant seeking an FAH Zoning designation to proceed directly to review of a Final Subdivision Plat, a public hearing has been held on the Subdivision Plat, dated April 10, 2018, prepared by Ralph G. Mastromonoco, P.E., P.C., Croton-on-I ludson, NY, therefore the Village Board determines that no further public hearing is required on the Final Plat. BE IT FURTHER RESOLVED, that the Board of Trustees hereby grants final subdivision approval for the application referenced herein which includes the Subdivision Plat, dated April 10, 2018, prepared by Ralph G. Mastromonoco, P.E., P.C., Croton-on-Hudson, NY, and the Mayor is authorized to sign such plat subject to the following conditions and modifications which must be satisfied prior to the signing of the Final Plat by the Mayor: I. The Applicant shall prepare a Final Subdivision Plat in accordance with Section 219-32 of the Village of Rye Brook Subdivision Regulations,which shall include the Town of Rye tax lot designations for the subject lots, addition of a signature block for the Village Mayor. elimination of the word "Preliminary" and all other requirements of Section 219-32 of the Village Code. Upon obtaining a satisfactory review by the Village Engineer/Superintendent of Public Works, the Final Subdivision Plat shall be submitted for review and signature to the Westchester County Department of Health. The signature of the Department of Health shall be required prior to the signing of the Final Plat by the Mayor. 10 V741W916,1 WKY/9 2. The Applicant shall submit a statement signed by the Town of Rye Receiver of Taxes that all taxes due by the Applicant have been paid. 3. Based on the current and anticipated future need for park and recreational opportunities in the Village of Rye Brook, and the demands of the future population of the proposed residential development, the Board of Trustees hereby finds that additional recreation/parkland should be created as a condition of approval for the Application. The Board of Trustees further determines that a suitable park of adequate size cannot be properly and practically located within the subject property, nor has the Applicant offered recreation/parkland of suitable size and practical location to adequately address the need for additional recreation/parkland within the Village. Therefore, the Board of Trustees hereby requires that the Applicant shall pay a Recreation Fee in Lieu of Parkland in accordance with Section 219-26.A(4) of the Village Code for the two(2) new lots to be created as a result of this approval (i.e., no fee is required for Lot 2 which contains the existing single-family dwelling). Such fee shall be based on the Recreation Fee for residential subdivisions as set forth in the Village of Rye Brook License & Permit Fee Schedule. 4. Submission a maintenance agreement and easement pursuant to Sections 217-19 and 2I7- 21 of the Village Code for stormwater management facilities, for review of the Village Attorney as to form. Such agreement shall be recorded in the Westchester County Clerk's Office simultaneously with the filing of the plat and proof of recording shall be submitted prior to the issuance of a Building Permit. 5. Once the Final Subdivision Plat has been endorsed by the Mayor, said plat must be filed in the Westchester County Clerk's Office within sixty-two (62) days. After said filing, two(2)copies of the Final Plat certified by Westchester County shall be submitted to the Village Building Department. 6. Prior to the issuance of a Building Permit, the Final Plat shall be filed in the Westchester County Clerk's Office in accordance with the provisions of New York State Village Law and Chapter 219 of the Village of Rye Brook Code. 7. Conditional approval of the Final Subdivision Plat shall expire one hundred eighty (180) days from the date of the adoption of this resolution unless the conditions above have been certified as completed and the Final Plat has been submitted for endorsement by the Mayor,or unless a written request for an extension of Final Subdivision Plat Approval is granted. The Village Board may grant ninety (90) day extensions to said time period upon written request by the Applicant. BE IT FURTHER RESOLVED,that the Board of Trustees hereby approves the site plan application referenced herein,upon the following conditions: 1. Construction of renovations on Lot 2 and a new single family dwelling on Lot 3 are subject to additional review and approval of a Site Plan,Wetland Permit and/or Steep Slopes Permit from the Village Planning Board as per the Village Code requirements now in effect. 2. Prior to the issuance of a Building Permit for Lot 1 and consistent with the recommendations of the Village's Traffic Consultant in a memorandum dated August 19, 2019,the Site Plan shall be revised to prohibit left turn movements out of the northerly site access drive to minimize potential concerns related to sight line considerations to the south. 3. Prior to the issuance of a Building Permit,the Landscape Plan shall be revised to include additional trees in the rear yard. Such trees shall be of a species and location that meet the satisfaction of the Village Planning Consultant and Village Engineer/Superintendent of Public Works. 4. Prior to the issuance of a Building Permit for Lot 1, the Applicant shall submit a final SWPPP to the satisfaction of the Village Consulting Engineer. 1±13174A A6916,1 911W19 5. Prior to the issuance of a Building Permit for Lot 1, the Applicant shall obtain all required permits and/or approvals from the appropriate agencies for the Project, including approval of a Wetland Permit and Steep Slopes Permit from the Village Planning Board. 6. Prior to the issuance of a Building Permit for Lot I, the Applicant %hall submit a Final Construction Logistics and Management Plan for review and approval by the Village Engineer/Superintendent of Public Work, 7. Prior to the issuance of a Building Permit for Lot I, the Applicant shall submit plans, details and calculations for the proposed retaining walls to the satisfaction of the Village's Consulting Engineer. 8. Prior to the issuance of a Building Permit for Lot I and consistent with comments from Westchester County Department of Planning in a letter dated April 1,2019,the Applicant shall identify and implement inflow and infiltration tl&ll mitigation measures that will ' offset the projected increase in sewage flow by a ratio of one to one. Alternatively, the Applicant shall contribute$100 per dwelling unit toward a future inflow and infiltration study in the Village. 9. The Applicant shall submit appropriate Condominium or Homeowner's Association documentation for review as to form by the Village Attorney, which shall include 11 t all necessary common access and utility easements, (2) maintenance obligations for all stormwater facilities, including the infiltration basin and all pipes, swales and structures that convey stormwater through the Property, and (3) a requirement for all landscaping shown on the approved plans to be maintained in a vigorous growing condition for the duration of the use, including a requirement that all plants not so maintained shall be replaced with new plants of comparable size and quality at the beginning of the next immediately following growing season. 10.The entire stormwater system, including any detention ba%in, shall be maintained by Lou Larizza as the Applicant for a period of two (2) years starting from when the Homeowner's Association takes over responsibility of the project site. After this two(2) year period, the Homeowners Association shall have the stormwater system inspected annually by a qualified individual or firm,and shall submit a copy of an inspection report to the Superintendent of Public Works of the Village of Rye Brook. 11.All landscaping shown on this plan shall be maintained in a vigorous growing condition for the duration of the use. All plants not so maintained shall be replaced with new plants of comparable size and quality at the beginning of the next immediately following growing season. 12.The Applicant shall comply with all provision, of Village Code §250-26.1(G) through §250-26.1(L). 13.Prior to the issuance of a Building Permit, the Applicant shall submit a Declaration of Restrictive Covenants to the Program Administrator, as defined by Village Code §250- 26.1(D),or such other appropriate entity as determined by the Village Administrator, for approval in recordable form acceptable to the Village Attorney, which shall ensure that the AFFH Units shall remain subject to affordable housing regulations for the minimum fifty-year period set forth at Village Code §250-26.1(H). The Declaration of Restrictive Covenants shall state that the AFFH Unit shall be the primary residence of the resident i household selected to occupy the unit. Upon approval by the Program Administrator,or such other appropriate entity as deterrruned by the Village Administrator,the Declaration of Restrictive Covenant shall be recorded in the Land Records Division of the Office of the Clerk of the County of Westchester prior to the issuance of a Certificate of Occupancy for any AFFH Unit. 14.Prior to the issuance of a Building Permit, to supplement the proposed stormwater management plan and further mitigate stormwater flows from the proposed project, the Applicant shall install an earthem berm along the rear property line and perform improvements to the storm drainage system in the public right of way of Eagle% Bluff, /i/igppllegle l SYl0l9 subject to review and approval of the Village's Consulting Engineer, or as otherwise modified and approved by the Village's Consulting Engineer. 15.The AFFH Units constructed pursuant to this approval shall be sold or rented,and resold and re-rented only to qualifying income-eligible households for a period of 50 years. Resale and re-renting of the AFFH Units shall comply with the requirements set forth at Village Code §250-26.1(K) and §250.26.11L), respectively. Such income-eligible households shall be solicited in accordance with the requirements, policies and protocols established in the Westchester County Fair and Affordable Housing Affirmative Marketing Plan, for so long as the Westchester County Fair and Affordable Housing Affirmative Marketing Plan remains in effect, so as to ensure outreach to racially and ethnically diverse households. BE IT FURTHER RESOLVED, that the Final Plat shall not be signed by the Mayor and no building permit shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. TRUSTEE EPSTEIN NO TRUSTEE FISCHER AYE TRUSTEE HEISER AYE TRUSTEE KLEIN AYE MAYOR ROSENBERG AYE State of New York County of Westchester ss: Village of Rye Brook I hereby certify that this is the Resolution adopted by the Board of Trustees of the Village of Rye Brook which was duly passed by said Board on August 27,2019 IN WITNESS WHEREOF,1 have hereunto set my hand and affixed the Seal of the Village of Rye Brook, this IOth day of September,2019 D Vililage Clerk rti+n..exavrn,r wiryro Building Permit Check List&Zoning Analysis tAddress: 7-.S5 __0 1-2tS7- �T --?->S:!� Z_1�, SBL: l Zone: 2- l S Use: Z Const.Type: .-TU, Other. F E Submittal Date: Z l_l 0 Z Revisions Submittal Dates: I Z� Li Z 24 Z 1 0 1_2 Applicant L- k--z_7 J1. Nature of Work. NE l Z t !J a M 0`d0 _ _� ��►Fz l.t�tilla R, :ZBA: J U L 1 7 2020 PB• BOT• Other. y1 ( ( ) FEES:Filing: ?S- I`1 , oS 2. ,?r� c/O: Legalization: APP: Dated: ✓ Notarized: SBL: _,- Truss I.D._iCross Connection: ✓ H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO: Long. Short Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. SURVEY:Dated: Current Archival;- Sealed. Unacceptable: ( ) (t)4LANS:Date Stamped: ✓ Sealed: `J Copies: 7� Electronic. ✓Other. (J ( ) License: woo" Workers Comp: ✓ Liability-' ✓ Comp.Waiver. Other. CODE 753#: 0400041 -001— 9 76 -00 Dated—. -L-- N/A: HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery._Other. PLUMBING Plans: Permit Nat Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. H.V.A.C.: Plans: Permit N/A Other. ( ( FUEL TANK:Plans: Permit Fuel Type: Other. ( ( 2020 NY State ECCC: 2 N/A: Other. Final Survey: Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER Other. ( ) ( ) Other. (—YARB mtg.date: of l Z approval• 4 21- Z 0 notes: ( )ZBA mtg.date: approval notes: ( WB mtg.date: approval;- notes: REQUIRED EXISTING PROPOSED NOTES APPROVED Amir. "ais. MAY 2 6 ?9� Circle: Fr n : Front Front: sue: Plor. Main Cov Accs.Cov F S : Sd.H/S1: a T !my: Ft.Imp Hight/Stoles notes: ►1 7 JN N CAC-, Z fi �� !� S ti s _ �a FT �, �.. �t_ 11 Z!� Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: -I Address: ZS`i Vt . �Z ct-5 f Property Owner&Contact Info: Job Description: NN 5-- 2 1-4 01 o For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements) x $225.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $15.00/$1,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction S".Ft • New Construction Cost • Building Pemrit Fee Basement= lSQ> sq. ft.x$65.00 = $ 103 E 45•70. x$I5.00/$I,000.00= $ t SS 0 • CIS— Attached Garage= sq.ft.x $225.00= $ ( 13� 6 SO. x$I5.001$1,000.00 = $ t -7 n1 ' I"Fl. = S $ sq. ft.x$225.00= $ 3tff Sm- x $15.00/$I,000.00 = $ 3 z 2"Fl. = l S 5 ;9;- sq. ft x$225.00= $ 3.5�f SrE x $I 5.00/$1,000.00= $ 3`d Fl. = sq. ft.x $225.00= $ x$15.00/$1,000.00 = $ 4,1 Fl. = sq. ft.x $225.00= $ x$I5.00/$1,000.00 = $ Total Sq.Ft. sq. ft. Total Cost= $ i3 Total B.P.Fee= $ Total Amount Paid = $ 5� Total Amount Due = $ APR 272021 Date: Signed: BUILDING DF,PARTMENTc- D VILLAGE or RYE JUL 10 2020 938 KING $19EET RYF,ftooKi,NY 10573 (914)9S9-0"8'AX(93;4)939-5801 VILLAGE OF RYE BROOK www.ry ro6k;org BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: 259 North Ridge Street �' Date of Submission: Parcel ID#: 135 � 3S' — l ( Zone 2—?r> Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT Development of(2)two family affordable housing homes The following items must be submitted to the Building Department by the applicant -no exceptions. 1. (x )Completed Application 2. ( x )Two(2)sets of sealed plans. (one full size Property Owner: Louis Larizza,Contract Vendee Imaximum allowable plan size=36"x 42") and one I I"x17") 3. ( x)Two(2)copies of the property survey. Address:25 South Regent Street, Port Chester,NY 4. (x )Two(2)copies of the proposed site plan. Phone#914-396-9606 5. (x )One electronic/disc copy of the complete application materials. Applicant appearing before the Board: 6. ( x ) Filing Fee. Louis Larizza Address:25 South Regent Street, Port 7. (x )Any supporting documentation. 8. ( ) HOA approval letter. (if applicable) Chester,NY 10573 9. (x )Photographs. Phone#914-396-9606 10.( x )Samples of finishes/color chart. (a sample board or model may be presented the night of the meeting) Arch itect/Engineer: Ralph Mastromonoco Phone# 914-271-4762 By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this Sworn to before me this day of 20 day of , 204�J A4- gnature o Property O er Sign at o f App1&zfiat t� f--A LisLa Print Name of Property Owner Print Name of Applicant AtU&4_--� �LZZt- Notary Public Notary Public NORMAN B.NAISHTUT III NOTARY PUBLLIC,State f New York CuilHied In Nassau County Commission Expires July 2,2 3/21/19 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, September 23, 2020 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on September 23, 2020 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://us02web.zoom.us/j/82763902266 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 827 6390 2266 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPLX 259 N. Ridge Street Re-Appearance 2 New Two 5055 (Lanz Development) Family Homes N ML NM MR v SE JM SF AC �/ MI KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, August 26, 2020 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on August 19, 2020 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following hftps://us02web.zoom.us/e/83992763257 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 839 9276 3257 NAME& LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 259 North Ridge New 2 Family Modular ,� '.lam cy eP 5055 Street Buildings l A& 1 B N O (Lanz Development) (bS- e.� 6AOC-A (Dako'-` 5.)0-0e* �-QL v C., 0 ML NM MR SE JM SF AC MI D ECENE FF ' I LAZZ DEVELOPMENT CO. NOV 1) 3 7%izJ 259 NORTH RIDGE STREET, RYE BRO �{l � ��,�; BUILDING DEPAk LIST OF MATERIALS _^M ROOF: SLATE GREY 30 YEAR ARCHITECTURAL SIDING: VINYL CLAPBOARD, GREY WINDOWS: WHITE VINYL GARAGE DOORS: INSULATED VINYL: WHITE SHUTTERS: RAISED PANEL VINYL, BLACK TRIM CORNERS, FASCIA & SOFFIT: WHITE LEADERS & GUTTERS: WHITE FRONT DOOR: WHITE Mike Izzo From: Mike Izzo Sent: Tuesday, January 5, 2021 8:34 AM To: Lou Larizza Cc: 'Tara Gerardi'; Laura Petersen Subject: RE:259 north ridge st mike I dropped of the plans last week also sent you the response from signature homes why there is no page 8 is there any thing that you still need thank u Lou Have a Merry Christmas also all the tree were marked out at site I wi Lou, Upon review I noted that even though the MRA plans are dated October 28, 2020, the architect has designed the plans in conformance with the outdated 2015 codes and has included multiple references to such on the plans. Please note that the 2020 NYS Codes have been in effect since January 1, 2020 and that all plans submitted after that date must be designed to the current code and designated as such. Please arrange for MRA to re-design their plans in conformance with the 2020 New York State Uniform Fire Prevention & Building Code and to include such conformance information and all relevant code sections printed on the plans, and to submit two (2) sealed copies for each building to the Building Department for further review. Thank you. Michael J. Izzo Building& Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Lou Larizza <loulazz@aol.com> Sent: Monday,January 4, 2021 7:13 PM To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Re: 259 north ridge st mike I dropped of the plans last week also sent you the response from signature homes why there is no page 8 is there any thing that you still need thank u Lou Have a Merry Christmas also all the tree were marked out at site I wi Mike last week marked out all trees spoke to mike Nowak today Monday jan4 just checking in do I need any thing else on your end I dropped off to your office the plan B foundation plan that you requested please advice thank you Lou Sent from my iPhone >On Dec 23, 2020,at 2:05 PM, Lou Larizza <loulazz@aol.com>wrote: >Ok Friday thank u >Sent from my iPhone >>On Dec 23, 2020, at 1:17 PM, Mike Izzo<Mlzzo@ryebrook.org>wrote: 1 >>Also I have three copies of the MRA plans for Building A but only one for Building B. I need one more set for Building B. >>Thanks. >> Michael J. Izzo >> Building& Fire Inspector >>Village of Rye Brook, NY >> (914) 939-0668 >>-----Original Message----- >> From: Mike Izzo >>Sent: Wednesday, December 23, 2020 1:07 PM >>To: Lou Larizza <loulazz@aol.com> >>Subject: RE: 259 north ridge st mike I dropped of the plans last week also sent you the response from signature homes why there is no page 8 is there any thing that you still need thank u Lou Have a Merry Christmas also all the tree were marked out at site I wi >>Thanks Lou. I only received two copies of page 2a but I needed three. Please drop off one more page 2a when you get a chance. >>Thanks and have a Merry Christmas!! >> Michael J. Izzo >> Building& Fire Inspector >>Village of Rye Brook, NY >> (914) 939-0668 >>-----Original Message----- >> From: Lou Larizza <loulazz@aol.com> >>Sent:Wednesday, December 23, 2020 9:36 AM >>To: Mike Izzo<Mlzzo@ryebrook.org> >>Subject: 259 north ridge st mike I dropped of the plans last week also sent you the response from signature homes why there is no page 8 is there any thing that you still need thank u Lou Have a Merry Christmas also all the tree were marked out at site I wil... >>Sent from my iPhone z AC RO " CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) `'� 1 03/03/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Ileu of such endorsements. PRODUCER CONTACT NAME: ANA C EUGENIO Albert Palencia Agency, Inc. PHorWc.N�sO: @14)Nl-1373 ;Ax Ne, 914{f8-0121! 116 Mamaroneck Avenue ADDRESS: an Ianclalnsurana.eom Mamaroneck, NY 10543 INSu S AFFORDINGCOVEIIAGE NAIOS INSURER A: C P INSURED INSURERS: PROGRESSIVE COMMERCIAL SANROZ HEATING&AIR CONDITIONING,INC. INSURER c:_ HARTFORD ACCIDENT AND INDEMNfTY CO _ _ 223 32 LAKESIDE DR INSURER D: ShelterPoInt Lft Insurance Company KATONAH,NY 10536-1610 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 10009318-402330 REVISION NUMBER: 41 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN3RL TYPE OF INSURANCEJim POLICY NUMBER MWDDY EFF POLICY EXP LIMITS A TX --LIABIUTY MMERCIAL GENERAL UABB ITY CTRIO07228 12/29/2022 12/29/2023 EACH OCCURRENCE $ 2 000 000 CLAIMS MADE OCCUR DAMAGE TO KtN'to PREMISES Ea occurm $ 500.000 MED EXP one n S 5,000 PERSONAL BADV INJURY 11 2,000,000 GEN'L AGGREIj APPLIES GATE LIMIT PER: GENERAL AGGREGATE S 4,000,000 u JECTPRO- LOC PRODUCTS-COMP/OP AGO S 4,000,000 POLICYOTHER: S B AUTOMOBILE LIABILITY 01978152-2 04/01/2022 04/01/2023 , eaaesr"SINGLE LIMIT S 1 000.000 ANY AUTO BODILY INJURY(Per person) II OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY(PeraoOMad) $ HIRED NON-OWNED Y DAMAGE AUTOS ONLY X AUTOS ONLY PROPERT fear accident S S UMBRELLA LIAR OCCUR EACH OCCURRENCE i EXCESS LIAB CLAIMS-MADE AGGREGATE S DIED RETENTION 6 = C TION AND EMPLOYER 'LIKERS AILIT 16WECAR8F8L 05/0112022 0sro1/202s 500000 .AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTNE OFFICER/MEMBER EXCLUDED? a N/A E.L.EACH ACCIDENT i 100,000 (Mandatory In NH) E.L.DISEASE-EA EMPLO S 100,000 be under DESCRIPTION OF OPERA71NS below El.DISEASE-POLICY LIMIT S 500,000 D i'DISABILITY D664028 05/01/2022 05/01=23 i DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,AddMonal Remarks Schedule,may be attached It more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF RYE BROOK THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 938 KING STREET RYE BROOK, NY 10573 AUTHORIZED REPRESENTATIVE d ACE ©1988 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by ACE on 03/03/2023 at 11:21AM Workers' CERTIFICATE OF ATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 11a Leegqee me S l Na Address of Insured ruse street address only I Business Telephone Number of Insured SANROZ HEATING 3 AIR CONDITIONING INC 0141913 8908 32 LAKESIDE OR KATONAH NY 10536.1610 I NYS Unemployment Insurance Employer Registration Number of Insured i I i Work loration of Insured(Only requited t/coverage is Wecdtcally amrled fe 1d Federal Employer kfentificatwn Number Of Insured or Social Security certain iocalrons in New York Stair, t e a map Up policy Number 20-1655977 12 Name and Address of Entity Requesting Woof of Coverage - — 3a Name of Insurance Carrier --- (Ent4y Being Listed as the Cartificate Holder) Hartford AccWant ano Indemnity Co VILLAGE OF RYE BROOK BUILDING DEPARTMENT i 1938 KING STREET 3b Policy Number of Entity Listed in Box 1a RYE BROOK NY 10573 16WECARSFOL 3c Policy effective period 05/01/2022 _ to 05/01/2023 _ I 3d The Proprietor Partners or Executive Officers are ❑ tricludi d Minty rwi.oot it an partners o"rs nci,aed all excluded or certain partnersiolficers excluded This oenifies that the insurance carrier indicated above in box-3"insures the business referenced above in box 1a'for workers' compensation under the New York State Workers'Compensation Law (To use this form, New York(NY)must be listed under Ibtn 3/► on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box 2' The Insurance carrier must notify the above certificate holder and the Workers Compensation Board within 10 days IF a policy is canceled due to nonpayrri-nt of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the iisured from the coverage Indicated on this Cwtlficate (These notices may be sent by regular marl I Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier T his cerlificale is issued as a matter of information only and confers no rights upon the certificate holder This certificate does not amens extend or alter the coverage afforded by the policy listed nor does it confer any rights or responsibilities beyond those contained in the referenced policy This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect Please Note: Upon cancellation of the workers'compensation policy indicated on this form. if the business continues to be named on a permit,license or contract issued by a certificate holder.the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury. I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by 1OSEPH T.PALANCIA _-iPnnt name of authorvei remesentetrve rnwea agent d ma�r.rr�r -ar per, Approved by Spnat�re Daret Title AGENT Telephone Number of autftonzed representative or licensed agent of Insurance carrier 914-698-1373 Please Note Only insurance earners and their licensed agents are authorized to issue Form C-105.2.Insurance broken are NOT authorized to issue it. C•105.2(9-17) www wcb ny gov i "•: F: sir 4,: .;R, O •- A L. i y E K LUca p a > c . • ' �. . f� z zI �, O p ❑ uLLJ a J ` r• U L z = Uco y O W is O y c� v ti .. z;. a 00 jeds ' '` w. •� � ar 1w c. .:• 4. 0 7 , s U z NVL All G (.ao.NO• 3 ,a , I _ Mi #� ftfA��}�� 'dlllj�Ul� �' f'►.',Illy� • rr(+t '�} "d( r '�) �� . ti �_. , ��p i ACORO' CERTIFICATE OF LIABILITY INSURANCE DArEIwrDD:rrrn W 0 312021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSUREWS).AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(les)must Have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy.certain policies may require an endorsement A statement on this certificate does not confer nghts to the certificate holder in lieu of such endorsementlsl PRODUCER CONTACT Josepe E SaNalore AAI NAME bN(;Insurance Agen:, I PHONN 1914)937.1230 1914)g37-1124 IA&4r0 South Ridge Sneet L ISWvatOr COnI _ -- -ADDRESSC�Ky NwAxpit1AFFO1101NO COVERAGE N"a Rye Brook NY 1'' " INSURER A Evanston Insurance Company 35378 INSURED INSURER R NGM Insurance Cpnpeny _ --�-- _ 14788 PaVAing HOIa'ing5.LLC INSURER C _- 25 Soutt,Regent Street(REAR• 4 'INSURER D INSUIIER E Port Chester NY 10573 INSLMER IT COVERAGES CERTIFICATE NUMBER: CL201125gi W REVISION NUMBER: THIS IS TO CERTIFY THA'THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO VlHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED RV THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS ANJ LONOI TIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAIL'_LPIMs INSR PftKY Err ucr LrR TYPE OF INSURANCEwwo POLICY Mumma ~DYYYVt I IAWIDDNVYYILASTS COMMERCIAL GENERAL LIAMLM EA-:H OL:�;LRREWA f 1.000 000 iv.,LUV1.1"--• JCCUR PREMI c f 100.000 CGrLtraCWal Lablidv I MEDEXPiA-,&wpewo It EXCLUDED A X $10,000 Ded-Per Occ Y %IK1V1PBC001145 11.17 202C 11 'T 2021 PERSONAL 6AD%P-ifly f 1.000000 GENT AGGREGATE LIVIT APPLIES PER 2.000.000 GENERAL AC:�iREWTE f Q RR ❑ POLKY SEC-4 LOC PRUUUCIS-::iYaPOoAGG f 2.000.000 OTHER I I S AUTOMODU UAMf1Y C5901WE S LE,-W S t.000 000 BYfO ANY AUTO4 BODILY INJURE Pr.Praoni f B OVIP0 SCHEDULED SIV40294 09112020 00112021 11001LY14-RT or Ace esrwl f AUTOS ON►I AUTOS HMO IVOKOWNFD p f AUTOS OKv AUTOS CINOY Per i EPLUS t LOMMLLA LIAR OCCUR EACH OCCLRRENCE f S,000= A ■NCESS LIAR CLAI61y1101ADE MKLV I EUL 102614 11/172020 11 1 T 2021 AGGREGATE f 5.000 000 OEDI I RETENTION f S tYONIw fr'OmpousKnou H. AND d '114AW UANOM YIN STATur R ANV PROPMETCR-PARTNER EXECUTIVE ❑ NMI NIA E L EACH AL:CMEN' f OFFICER MEMBER Ey=_LA)EDT tommia rf w NHt E l gSE/LSE•EA EMPLOTEE f ItVIN.dower,Vreer I*SCRIPTKA OF OPERAnO45 bUoVr E l DISEASE•POLICY Leal f WA DESCRIPTION Or OPERAYIONS LOCATIONS VEHICLES IACONO 101 AAAAgnal Rermwiil Sowd.4 mAy be M h*d A mare Speer.s rrpulr8w The Certificate I-i1el- - r Iuded as an additional inswiej when regiured under Yyntter Contract or Agreemerl, CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF NOTICE WILL BE DELIVERED IN .'Ilage_'R,e WWI, ACCORDANCE WITH THE POLICY PROVISIONS •rid K.ngs Street AUTHORVEn RE PRE SE N IATIVF NY 1998-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016,03) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE no A A A A A A 451481271 LEVITT-FUIRST ASSOCIATES LTD 520 WHITE PLAINS ROAD,2ND FIL TARRYTOWN NY 10591 Im SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER PAWLING HOLDINGS LLC VILLAGE OF RYE BROOK 25 South Regent Street(REAR) 938 KINGS STREET PORT CHESTER NY 10573 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G2146 860-8 1 436679 06/29/2020 TO 06/29/2021 4/13/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2146 860-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DI RECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 947891683 U-26.3 Laura Petersen From: Mike Izzo Sent: Wednesday,June 2, 2021 1:23 PM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix <tickets@exactix.digsafelynewyork.com> Sent: Wednesday, June 2, 2021 1:08 PM To: Mike Izzo <MIzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 06/02/2021 13:06 To: VIL RYE BROOK PRIMARY Transmitted: 06/02/2021 13:07 00002 Ticket: 06021-001-976-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 259 To: Name: N RIDGE ST Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT OF THE PROPERTY IN THE RD ON N RIDGE ST NearSt: MEADOWLARK RD & W RIDGE DR Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: BUILDING TOWN HOUSE / NEW HOMES Estimated Work Complete Date: 06/07/2022 Depth of excavation: 4 FEET Site dimensions: Length 40 FEET Width 3 FEET Start Date and Time: 06/07/2021 07:00 Must Start By: 06/21/2021 ------------------------------------------------------------------------------ Contact Name: LOU LARIZZA Company: PAWLING HOLDINGS LLC Addr1: 25 S REGENT ST Addr2: City: PORT CHESTER State: NY Zip: 10573 Phone: 914-396-9606 Fax: i Email: loulazz@aol.com Field Contact: LOU LARIZZA Alt Phone: 914-396-9606 Working for: PAWLING HOLDINGS LLC ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR z Laura Petersen From: Mike Izzo Sent: Friday, September 9, 2022 6:36 AM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday, September 9, 2022 6:35:45 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 09/09/2022 06:34 To: VIL RYE BROOK PRIMARY Transmitted: 09/09/2022 06:35 00001 Ticket: 09092-000-020-00 Type: Regular Previous Ticket: 08232-002-390-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 263 To: 265 Name: N RIDGE ST Cross: From: To: Name Offset: ------------------------------------------------------------------------------ Locate: MARK OUT ENTIRE FRONT OF PROPERTY; CURB TO CURB; 20FT BEHIND ALL CURBS NearSt: Means of Excavation: EXCAVATOR, BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 09/14/2022 Depth of excavation: Site dimensions: Start Date and Time: 09/14/2022 07:00 Must Start By: 09/28/2022 ------------------------------------------------------------------------------ Contact Name: EDWARD PESSOLANO Company: J FLETCHER CREAMER & SON INC Addrl: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-390-3947 Fax: Email: edward.pessolano@jfcson.us i Field Contact: EDWARD PESSOLANO Alt Phone: 201-390-3947 Email: edward.pessolano@jfcson.us Working for: VEOLIA WATER ------------------------------------------------------------------------------ Comments: *REFRESH MARKS* NEW SERVICES FOR NEW HOUSES 263A, 263B, 265A, 265B = WORKING ON BOTH SIDES OF THE STREET. Lookup Type: MANUAL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 c Laura Petersen From: Mike Izzo Sent: Tuesday, August 23, 2022 4:01 PM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, August 23, 2022 4:01:03 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 08/23/2022 15:59 To: VIL RYE BROOK PRIMARY Transmitted: 08/23/2022 16:01 00004 Ticket: 08232-002-390-00 Type: Regular Previous Ticket: 08112-000-566-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 263 To: 265 Name: N RIDGE ST Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK OUT ENTIRE FRONT OF PROPERTY; CURB TO CURB; 20FT BEHIND ALL CURBS NearSt: Means of Excavation: EXCAVATOR, BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 08/30/2022 Depth of excavation: Site dimensions: Start Date and Time: 08/30/2022 07:00 Must Start By: 09/14/2022 ------------------------------------------------------------------------------ Contact Name: EDWARD PESSOLANO Company: J FLETCHER CREAMER & SON INC Addrl: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-390-3947 Fax: Email: edward.pessolano@jfcson.us i Field Contact: EDWARD PESSOLANO Alt Phone: 201-390-3947 Email: edward.pessolano@jfcson.us Working for: VEOLIA WATER ------------------------------------------------------------------------------ Comments: *REFRESH MARKS* NEW SERVICES FOR NEW HOUSES 263A, 263B, 265A, 265B WORKING ON BOTH SIDES OF THE STREET. Lookup Type: MANUAL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Thursday, August 11, 2022 9:14 AM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, August 11, 2022 9:14:03 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 08/11/2022 09:12 To: VIL RYE BROOK PRIMARY Transmitted: 08/11/2022 09:14 00001 Ticket: 08112-000-566-00 Type: Regular Previous Ticket: -------------------------------------- --------------------------------------- State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 263 To: 265 Name: N RIDGE ST Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK OUT ENTIRE FRONT OF PROPERTY; CURB TO CURB; 20FT BEHIND ALL CURBS NearSt: Means of Excavation: EXCAVATOR, BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 08/16/2022 Depth of excavation: Site dimensions: Start Date and Time: 08/16/2022 07:00 Must Start By: 08/30/2022 ------------------------------------------------------------------------------ Contact Name: EDWARD PESSOLANO Company: J FLETCHER CREAMER & SON INC Addrl: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-390-3947 Fax: Email: edward.pessolano@jfcson.us i Field Contact: EDWARD PESSOLANO Alt Phone: 201-390-3947 Email: edward.pessolano@jfcson.us Working for: VEOLIA WATER ------------------------------------------------------------------------------ Comments: NEW HOUSES 263A, 263B, 265A, 265B WORKING ON BOTH SIDES OF THE STREET. Lookup Type: MANUAL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Wednesday, May 11, 2022 12:48 PM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, May 11, 2022 12:48:01 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 05/11/2022 12:46 To: VIL RYE BROOK PRIMARY Transmitted: 05/11/2022 12:48 00004 Ticket: 05112-001-919-00 Type Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County- WESTCHESTER Place: RYE BROOK Addr: From: 263 To: Name: N RIDGE ST Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FROM HOUSE TO MIDDLE OF ST NearSt: W RIDGE DR & MEADOWLARK RD Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL SANITARY SEWER Estimated Work Complete Date: 05/30/2022 Depth of excavation: 7 FEET Site dimensions: Length 40 FEET Width 6 FEET Start Date and Time: 05/16/2022 07:00 Must Start By: 05/31/2022 ------------------------------------------------------------------------------ Contact Name: FRANK SANTORO Company: EARTHTEK EXCAVATING Addrl: PO BOX 145 Addr2: City: RYE State: NY Zip: 10580 Phone: 914-879-6945 Fax: Email: earthtekexc@gmail.com Field Contact: FRANK SANTORO Alt Phone: 914-879-6945 Email: earthtekexc@gmail.com 1 Working for• PAWLING HOLDING ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. 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SCALE:1"= 1 5 00' SBL# C 3S.3 S L f l DATE APPR VE MAY 2 6 1021 WILDING 1NSP Tp,Village of Rye Brook,NY DRAV,JIN1.4, FILE COPY SHEET TITLE:. I SITE PLAN-G�. Ili I A LOT I -GRADII'i::�'I.,e\YO[J' 2 UTILII-Y PLAN 3 EROSION C;ONT:�)(_t_ PL.,,yN 4 SIGHT DISTANG ;STUDY CIVIL/SITE EN, II,11 r 4A STOPPING SIGHT DIST4aNOk= STUD) RALPH G. Mf;S fROMONACt), P.E., P.C. 5 DETAILS/NOTES CONSULTING ENGINEERS P- I PLANTING PLAIN 13 Dove Court TP- I TREE PRE>ERVA I-ION PLAN Croton-on-Hudson,New York 10520 WM- I WETLAND MITIG"t,TION PLAN e/ FILED IN THE WESTCHESTER COUNTY CLERK'S OFFICE,DIVISION OF EAGLES LAND RECORDS. �O R,�a BLUFF 33 ON AS MAP NO, �IL M ADD JtAa O/y. APPROVED BY RESOLUTION OR THE BOARD OF TRUSTEES OF THE VILLAGE OF RYE BROOK,NEW YORK. z Roan \\�4�, �t POQ GP\V-� �1.`5V SSA O O�, q _ AL 7 j0 F2 q DATE: �\�vv\yD\� �F Fy p� l Q MAYOR \ 9GP !G�\Q O 1 A�os �"1g. \ 9 i THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED \\ CJ`' Q NlF \ 31 ON ABOVE GROUND STRUCTURES ONLY,LOCATION OF UNDERGROUND UTILITY STRUCTURE MAY VARY FROM LOCATIONS SHOWN HEREON,ADDITIONAL ALL TAXES TO DATE HAVE BEEN PAID BURIED x / y BURIED UTILITIES!STRUCTURES MAYBE ENCOUNTERED.NO EXCAVATION / =- Q 2� WERE MADE-DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED gO \ F`�` 0,0 / y UTILITIES.BEFORE EXCAVATION IS TO BE DONE CONTRACTOR SHALL CONTACT S I T E y pp 5� \\ ! / ?'ZO DIG SAFELY NEW YORK(OUTSIDE N.Y.C.&LONG ISLAND CALL 811 OR ✓�c✓G l/ ��?f DATE: 1-2 \ �s i -'° // 2¢ N �Q.� 1-800-962-7962 W WW.DIGSAFLEYNEWYORK.COM;IN N.Y.C.&LONG ISLAND CALL \ Fy / '-A 811 OR 1-800-272-4480,WWW.000S.NET),AND REQUEST CODE 753,PROTECTION RECEIVER OF TAXES 17 \ ��T s '%` ° N 3 N OF UNDERGROUND FACILITIES,16 NYCRR PART 753,ADOPTED FEB.5,1997 AND 0P m TAX ASSESSMENT MAP DESIGNATION o? 1-3((� ANEBDED JULY 10,2002. SECTION 135.35*BLOCK 1*LOT 11 MP�SNR�� oaa PPE \\ �cFOF 1 % 0 2 O ENCROACHMENTS BELOW GRADE AND/OR SUBSURFACE FEATURES,IF ANY, O f yBN 5 /,. o \y� r 2 NOT LOCATED OR SHOWN HEREON. o LOCATION MAP 15 16 'os /' \° ^\ o m NOT TO SCALE yIP 'FEso,N%` �� \ p� 24'METAL a22o / CULVERT DRAIN PIPE \ •� 00 NG «i`� ----: WESTCHESTER COUNTY INDEX 0N� \ N� SHEET:78 BLOCK:6366 oSo�p,o�`J<J ` \ W E T L A N D S �g� 52pp G A TOTAL PARCEL AREA:172,620 SQ.FT.or 3.96 Ac. 5�G \.\O• ___ AREA=56,909 S.F. =1.31 AC. / � ONE STORY FRAME �y �O\�\�\Q \\� t o.z67 S25 L9p0 I C ENT SHALL EXTEND OVER HE ENNOTE:A UTILITY TIRETY OF LOT \ LOT AREA LOT AREA } THE STORMWATER ANONE FOR THE ID SANITARYNTENANCEOF ��d\ ' `� / of LOT 1 LOT 2 2 \Z SYSTEMS. \ 2i 56,909 S.F. 53,332 S.F. "HOME OWNERS ASSOCIATION IS TO l 2) l 5� �.p OR OR PUMP OVERFLOW \ MAINTAIN SANITARY SEWERS AND STORM \ 1 3 1.31 ACRES 1.22 ACRES z/ \ DRAIN LINES AND SYSTEMS ONSITE" AREA=J�3 332 S.F. = 1.22 I AC. O.X v a A?OpOSEa \ \ AREA_62,380 S.F. = 1.43 AC. 2 W?NFFNa \ Qom. l\ `\ �o N S LOT AREA L3„u N All UP p nN h�\� 358'\ °'G �1 1pROq 3, AT c 0 C.0 aA \ \ \- 1Z LOT 3 _ \ \ '� PROPOSED N FP� p pqG�R?FS�O ��\'-' \ \ \ "EONE"BAN. STONE WALL l 1A SS70F� \\'\ SEWERPUMP p' ' p i N 62,3ORS.F. p�/tl a ASPHALT I Gq�7U3, C� o ''- \ PROPOSED SAN.SEWER (O �/ \ � O O 1.43 ACRES L3$R 7p B PUMP110DBGAL.EMERG. M 22 �`�,' / - OVERFLOW TANK(TYP.} 6 \ \ - \ / PAVEMENT ` �94.g .'yk.J �\ ^ \ _----85.5'�' 0,posso 11 \�/ 7 2° PUMP OVERFLOW y3o -`"��-„ - o-`��/ q r \ J SMH ND y �N2�3`62 WO N� !B' ma rl b 24c A\� CO \\ � FFT9.0 �` G _R 1,1_ ur Aosi\, Zb� a as p Phi 4 3, Arlpa 8E 70.5 ) l� - -_BMH AN4 PrAe\,- .Ooyv 1 ry GgRgG�11 2 DAOS�Q \ \\ 1, INIV es°.i.2 _-�- kA1�NG\, RES/�P SMH Y14 y- 'SO' - TA Ot9 UP �`"- ~Ek 9 S' TVCMG a'O� RIM 1032 i 1 B FF77-Atc,, I C.O, \O z o SE R PR,SMH 1NV saw GqF 103s p� \ \ J gyp\j N,4 a �_APPRak WA ` RNV 1034 WSV BSMj 703? GPRP'GE SMH Gf ° Up�_� ariae7ia �\`. rl �2304� }!4$62, �.\ rskkOCe \ o `•" h\ G AV's°Na THE PREMISES SHOWN HEREON BEING ALL THAT CERTAIN PLOT,PIECE OR PARCEL eaoNN- saao%s�syekas OF LAND AS CONVEYED BY"ROY A.ADAMS"TO"RIDGELAND GROUP,INC."PER DEED DATED,MARCH 15,2001 AS DULY RECORDED IN THE WESTCHESTER COUNTY s 96 N- o �Q�. S wFasEa o STORy \ a G\\ CLERK'S OFFICE,DIVISION OF LAND RECORDS ON APRIL 13,2001 AS CONTROL _\ A ero\ ?y� ! kANMp N NG.269&f?, o NUMBER 411000278. �, \ss sro ¢ BANg R A p "-','a�"I� J �\ �� WMP CONNECT TO EX.E'SEWER 3 HYD wsv AfPE °jc'• y ' ` aUP kale\ N n �1^+SPkAL \ s z` �� s OH G FEN\ 9S, r \ ` ',m_. sEY UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED ° RIMiM3 LNG 29'- ak J \\ o 'v1i sNN2o�NMl LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF THE Nvasa \ r \\ °>� DE,g£�Lb SVCS°R35 NEW YORK STATE EDUCATION LAWS. PR Aoo SEa' Ex.Wsv SPILLWAY INVERT SEALED 1114•P,M r\\ fi \ , S70NEWORKAND MORTAR PR.CO. ASPH. CO "\ " ICI '�"fY IL RIM 54x G Na 1 R� DRIVEWAY NCR _\ \ *�./'� U pRO R A PR,SMH INV,7425 -a -`\ F\`\ �6�� FENC1N0 WBV CONDO RIM 84i -� L ! '^ Pp pp,IL, U1Rs1NG INV.74. O p _ THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY ON THE DATE SHOWN \gPpRox i \ - 1,s 7' L- Wdoo J ' A?PR%pie s'°E W A 13 -45.35 Pa AND THAT SAID SURVEY WAS PREFORMED IN ACCORDANCE WITH THE EXISTING wa\ \ 1 RE�m's SMH °�•r PtwNa W"`t cR+ - i-` 84.0 UP fq''q, (� St ONE R� GRT�BE4 --� UP I-- INV 78.5 "CODE OF PRACTICE FOR LAND SURVEYS"ADOPTED BY THE NEW YORK STATE N 30 __ - 0 �� O,0Q, GUARDRAIL CR -_ ,�i' p ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. EXISTING PUBLIC WATER/PUBLIC SEWER \ L c�N&- GRT-86.0�- N -- 2 ce 117.32' S I1`y RIM ee,fi J-INV-83.1 G R E t E -/�HYD WESTCHESTER COUNTY DEPARTMENT OF HEALTH `_ It I GRT=912°�j' -- !-INV 81.8 MV-918,-CO -''-- __ -- � SUBDIVISION PLAT NEW ROCHELLE,NEW YORK GRT=�.4 _ 8'aoNc_----INYa aaMH I,ROLAND K.LINK,THE SURVEYOR WHO MADE THIS MAP,DO HEREBY CERTIFY THAT '- I INV=8fi4 __ - -- RIM="— PREPARED FOR THE SURVEY OF THIS PROPERTY SHOWN HEREON WAS COMPLETED ON NOVEMBER CONC CUR611 a � uP 20,2015 AND THAT THIS MAP WAS COMPLETED ON OCTOBER 10,20% EACH PURCHASER OF PROPERTY SHOWN HEREON SHALL BE INV=850_---_- --- SMH - ''� NORTH RIDGE STREET DEVELOPMENT FURNISHED A TRUE COPY OF THIS PLAT SHOWING THIS ENDORSEMENT. 0 COMH - RIM 88.5 RIM=932''Z INV 837 ANY ERASURES,CHANGES,ADDITIONS OR ALTERATIONS OF ANY KIND, UP ",UP SITUATED IN THE EXCEPT THE ADDITION OF SIGNATURES OF OTHER APPROVING \ VILLAGE OF RYE BROOK AUTHORITY AND THE DATE THEREOF MADE ON THIS PLAN AFTER THIS e. APPROVAL,SHALL INVALIDATE THIS APPROVAL. "bye /�J TOWN OF RYE Link k APPROVED PURSUANT TO CHAPTER 873,ARTICLE X,SECTION 873.951 =New Q WESTCHESTER COUNTY A'OF AND 873.1021 OF THE WESTCHESTER COUNTY SANITARY CODE /� W y ' s i Surveyors �/ry �+�+ P. C. SUBJECT TO THE PROVISION OF THE PUBLIC WATER SUPPLY AND '� OpGE Mgsf o4, NEW YORK Land V V�yO/a7 / . PUBLIC SANITARY SEWER FACILITIES TO SERVE ALL STRUCTURES y °S j OWNER OF RECORD: Utilities de'n b �o GRT=94 j INTENDED FOR HUMAN OCCUPANCY CONSTRUCTED HEREIN. d o O aR'VEwAY 21 Clark Place Suite 1 B Phone 845-628-5857 J (At^a' /' . ��i� SURVEYED:NOVEMBER 20,2015 Mahopac N.Y.10541 Fax 845-621-0013 _ ° ` MAP DRAFTED:OCTOBER 10,2019 �1GF NEk,r &��u DATE: REVISED:NOV.15,2019 4MDATE Z��y�'� RA LPH G. I A P.E.,P.C. v P TH RIDGE STREET DEVELOPMENT REVISED:FEB.12,2020 TO SHOW PROPOSED UTILITY EASEMENT Consulting Engineers �P? REVISED:JUN.23,2020 APPROVED BY THE ASSISTANT COMMISSIONER OF HEALTH ON BEHALF 9 9 Cots RIDGE STREET,RYE BROOK,NY * * OF THE DEPARTMENT OF HEALTH 13 Dave Court,Croton-on-Hudson,New York 10520 (914)271-4762(914)271-2820 Fax O.SMH 0 30 60 9D 120 ROLAND K.LINK F ,off NEW YORK STATE LICENSED �'� 44229 J� LAND SURVEYOR NO.044228 Q J SAND SCALE:V=39 S� L • t 4 NV-4905 • t __J6"IAiV y6� GRT-52. `Ss Rt � iM � tt• / r GLES gL�FF =c y\ \` s R�1SR� �iv , EXISTING PROPOSED `\' ,r++ I,'- •tye El p CATCH BASIN `\ , 1 , ', •a 8 Q DRAIN MANHOLE \\\\ a ,r. �•, + r+ e"•v %t O 0 SAN.SEWER MANHOLE �\ 28�J t, ,' r +�•'•' Y HYDRANT \\ 33 ,: '«° r+t•.'"8i h ® B DRAIN INLET ® 0 WATER VALVE D tJ HEADWALL —294— 294 - CONTOUR LINE \'N+� y\ 5EG� NO \I`1 P� vp 2 i/0� lac •,°~ !•,"+ y c+ •*+i n+ 18 a ao p T �Q oP R .,� ,.�••`rop_.._ , 16 S.1\\ C>v �MON 16•It 6q ly�LO 2Q tin•t 11♦t ' t l ' \F'"` OF o 800 to \��9\, �PNos EEtDS�./ ��2a VICINITY MAP 52 T OV ps M EXIST.',- 02 �PN�ENC� 24'METAL. o CULVERT DRAIN PIPE .,r' MEAD and INv=48.7 INV=49 1 C p - SCALE IN FEET VN �N LINK � � OK ` n �PNOS sic, 1 ALE_ \ 31 q `_ -'F<a f O an �N- FENCING t is \ O 11 P 2 ONE STORY FRAME S'(F 9p W'1g 56'N S� S M W TL A N D < \\ O 2 ND.267 (v \\ 3• •�� , ,d s.so \ a MAI TENANCE \ -� , AREA \o 0 �NMFT ) x m 5 / ZONING ANALYSIS \\\ 50696 S.F. ° g4 LE E \ .o a- R-15ZONE REQUIRED PROPOSED PROPOSED PROPOSE •7 0 R Q A �72 6 A lam. `t IO O 259 NORTH RIDGE STREET LOT 1 AFH LOT 2 LOT 3 O ,BW 9 TOp BUF R ` 1 1 1 MIN SIZE OF LOT LOT AREA 15,000 SF 56,9095E 56,9095E 53,3325E 62,360 SF cptE 7pp ?y ST AR 1 &8 p T 1 3TS BANE �� Ok HORIZONTAL CIRCLE DIAMETER 100' 100' 100' 100, W,p� L A S h6/ W 0 0 D L A N D S M� N FRONTAGE 75' 280' 28G 227' 204' F FTg7 RFTFp ,i'o.�F •fro B Nv y^__ \ N °j� MIN.YARD DIM00 ENSIONS BLDG.1-A BLDG,I-B SCENIC ROAD OVERLAY DISTRICT V) o FRONT YARD INCREASED BY 1.5 40'X1.5=6Y 30" 30" 2T EXIST. 69' FRONT 40 30" 30" 2T EXIST. 69, iSIDE ONE 15 63.9' 15' 28' 23' 1 / �� \•!A,\/\ /( \ .� °a'/ 9'' pqn 6 ® DIST 8' i 5g , % m SIDE OTAL OF 2INTERIOR LOT 40' 208.9' 210' 115' 109' To 40' 48.2' 140' 295' 289' i¢ c. r A L •�7p 9 .O O.,Dp cP 9q T ERTICAL N DISTURBA C 4'VC PI ° �� 2,3 (7 S. MAX.HEIGHT OF BUILDING i°�.asc N 76?' ) •.\ Q \i R,y ,`�s &J, qT/ 4 A E ♦3 i tpJ "Yh% - reS STORIES 2 2 2 1 2 ASPHALT 4 / �' OA s0 0J S I FEET 30' 26` 26' 14' 22' / PAVEMENT a !\� _ 10 7�st \\ '•'' F F 7 eNC\ 4 O 48"HIGH \ '" 6U V 1�J l- HEIGHT SETBACK RATIO -- '7Q'r' 1p7 96� 7 '��: ORNAMENTAL N <\\l _.�-�DIS URBA CE FRONT 0.6 0.88 0.82 0.46 0.31 r IT LI w TOTA SIDE 1.6 0.28 2:2 0.49 0.95 L OT 3 N _ DIST BANCE - MIN.USABLE OPEN SPACE 1,20 YOU 36,250 SF 36,250 SF 48,000 SF 51,000 SF �• - 1 •a\ ,0. CRE A tzw. RIM 103.2 11 �l x` I /3 5� \ INV 96.7 \ Rfi 102 �O,-/f-_ 9S >l C( T 1 _=`/ MIN.FLOOR AREA OF DWELLINGS 1500 SF 3,8605F 3,860 SF 2,330SF 4,5605F AREA _ '1 MAX.GROSS FLOOR AREA MAIN BLDG,ALLOWED 8,032 SF 8,032 SF 7.621 SF 8,660 SF N\\AAARO SNS / 24 C HC FtFC `'.3_- gTjO 1 9'S� a I/�tt.`f 1F\��11 4,000 LOT AREA21780`0.1147&i21 PROPOSED 3,860SF 3,6605E 2,3305E 2,905SF Eb.` k W eR \{ 71,C R9 Gy .3 DGE UTC OP ERTICAL �� ` ' \�_� 4"PVC PI N 6p 6p I YWEL Q RESIDENTIAL LOTCOVERAGE 16% kce �q q \ 7pp �_.� �OF •9� IMPERVIOUS COVERAGE ALLOWED 14;979 SF 14,979 SF 14,1925E 16,183 SF 7 qRq / A s 3, \' j IMPERVIOUS COVERAGE PROPOSED 5,483 SF 5,746 SF 5,540 SF 51058 SMH -�q i C' 2�Op0 9 7J0, L + I W J A N05 (? FRONT YARD IMP.COVERAGE 35% 13.30% 13.30% 32.20% 8.60% PROPOSED UP_\\ RIV 1 5.3\_ -( RFy+/9M SFp \ 1 N , ,` 23.0 N/ pLrGR F A q PARKING REQUIREMENT 21DU 2 2 J 0 TWO-FAMILY DWELLING PARKNG 5 5 5 TURN"SIGN �\\ �•, N•r,. �-,� F 7�?S \ \� 86. I N FT. FRONTDLPARKIN RKI EG WITHIN 52' S2' 10'EXIST: 62' 72 Ropo D 1I'. 2.5 FT.OFSIDE LOT LINE 1D' ar 74 HOUS 1 Q 7� `=M°dlflcations of dimensional and bulk requirements pursuant to FAH Distract Sect.250-26,1,F 3 b FF 9.0 °Q�` 2sTFpRs33 �w o BF 0.5 A \ .`xro\\�� \ OF•R'O x � -2' `"}'u4F3� \\ ,>933 \ 'z �! I( � -C PROPOSED \ 0 / F / r B °° \\ \k/s m N RALPH G. MASTROMONACO P.E. P.C. TURN`-SIGN \\ \ °aN Noo Y nNc FF`s -� 1 ry p GARAGE t o� P Z r \\ T '\ \� % 76.E °\ �� ° Consulting Engineers 13 Dove Court,Croton-on-Hudson,New York 10520 ° p / (914)271-4762 (914)271-2820 Fax 2- 20. oR/ k\ C� rn yo ��5 ��\FW �o � � \1 �7 OF NE{y \ qY \\ T T eE \ y rn 4� Y� A I • � � \� \��\\\ ER D I TI-u5 �7S � '1 gr,P6�BR6E MAST,p� 1 1 A UP A \ I 4•A I r \°C `s VAL LwAv� I r•��05449�v� \ek \ SPILLWAY EX.SMH EL=B3.6 RIM 82.,, Q t(� w C, E OV O ER G WN EL=7s. 5 \A� 3j>• U H S AR —� _159.1 INV �OfESSit A _ N\ s1 GUARD 1( _ REMAINF WOODEN POST ,p @AWO EN POST R3-2 \ \ WAY IN+ Co LET TURN PROHIBITION q. . ? IN 84.4 e.. mv BS. STONEWORK AND MORTA NL- _ SITE PLAN _ V APPR-X.. W LK _ .__ wr:ae. - --- - r-- 9° NOR W -- „x.a,. �I AM-aaa mass - ----- NP A B C 0 F F G N J K L \ CDNC CNRBIN�G" -` 24 37- &25 105 85 15 25 105 1I5 2 .5�♦- Up\ ------- _- CONCRETE _.- _ IM 84.° �.... 70 5 75 1J725 10.025 1,875 325 13125 145 2.5 525 m p� HYD - _ INV 76.5 _ ___ _I ACSUMf0 c2.11.a Rlu.°)a's" xv-es.o_____ __________ _ie eoxc ___�" -�wv _ ADIN /LAYOUT 36 625 H7° 1575_12,75 2.25 975 15.75 17M 3 .75 __ _ a, O E _ N ITN 21DG� STf� T AB 75 12B 21 17 3 5 21 23 4 1 ____ $, SMH DEVELOPMENT RIM 88.6 --F INV 83.7 V / COCOAS:CIRCLE 8 DIAGONAL-RED IRETIiOAERFGTIVt) L A Z Z DEVELOPMENT SYMBOLBBOAOFA-BLACK BACKGROUND -WHITE(RETAOREFLECTWE) VILLAGE OF �,IYE B1�-100K "NO LEFT TURN" SIGN REVISED: 1/21/21 REVISED: 6/26/19 SEE PLAN FOR LOCATIONS axia.a � WESTCI—IE;jTE�,' CO NY SITE BASE MAPPING BY: REVISED: 6/10/19 REVISED: 1/7/19 AP�IL 1019 2018 Unauthorized alterations or additions to this drawing is LINK LAND SURVEYORS,PC � � ' a violation of Section 7209(2)of the New York State 21 CLARK PLACE SUITE 1B /� REVISED: 2/11/1 Education Law. MAHOPAC,NY 10541 REVISED: 927 18 CHART SHEET 1 OF 5 SI--IEETS P ' ♦ee�ee�eee�eeeereaeereeee�ee�ereeoeeee�eeee®eeee�eeee�reee� \ r 82 `''�►:,G � —,A \ Pua RI :�:;,R TOP 88.0 'k� �.• °° •° A� �� P�' 81 P � °• 84 86 DO 88 rs 8 ■- HIGH B STON RET. W 0 +BW 91 O 90 O „RNAMENTAL W g / °•`,,� 0 5 10 20 FENCE .�.• -- - - TW 6-- - •--- -- l--—TW 9-- ----------- • i i/' - B W 9 0.5 B W 9, SCALE IN FEET s l.9' t° 8 BW 96 n 6 93.5 TW 105�38 BW 94 TW 95.0 T ♦94.0�� '""► ® r BW 92.0 --� T 1 1 3 -96 PATI PATIO 94 102.Q% _r �02.3 9 ATIO 9 9 8 9 9 4 5 + TI0 1 5.1' A. co 9 94 �\ 10o 16.5' 14 g LO 48.3 100 4 H G H�� T` Tw 8.3 g g--N ,05 Tw '�-�— 1 102.4 104 DECOR�TfUE /102.1 ROP SED 0 PROPOSED j 0 7 REINFORCED ! FENCE \'�. FAMI Y ''- -24.0' f 2 FAMILY LEGEND \ C CONCRETE ! 9�, RE ENC 35 0 RESIDE CE EXISTING PROPOSED A _I o 6 !� O 1 G A R A p CATCH BASIN - L / - F 1 12. ? 00 2 + '� r7` �t GARAG CSF 112.5 e o DRAIN MANHOLE 0 I F 1 0 3.8 �O 1J 1 F 103,5 \ O ` HYDRANT SEWER MANHOLE J ZS \. GAR. 1 02.2 4_,E�. HIGH 8 DRAIN INLET I O 03.2 h REINFORCED '-[C ECORATIVE ;' 9 e WATER VALVE 5.0' \ SMT: 4.8 FENCE BSMT. 94.5 O ' v HEADWALL 6 3. ° L----- a R E TA I N I N G a 1 4 � a-----" ` / -294 294- CONTOUR LINE ,1 WALL _ - cN 1 102 ca % 1 t 102.4 1 ------- 1 r j \ O - O \\� 1 1 04 103 1.62' 1 04 10 00 -- — I RET. WALL -- N °4 '3��J" 1 6 ��8 8 1 9 - -- RALPH G.MASTROMOP.C. .. ... ..�--- NACO,P .,P C Consulting EngIneers x x x x x x x —x -- 'r " x x x x x x x x— 13 Dove Court,Craton-on-Hudson,New York 10520 ` 1 REMAINS OF WO DEN POSTZ AND PIP RAI OF I o 106 ' 106.1 TC (914)271-47b2 (914)271-2820 Fax P.5 Q0� I 6.3TC 105.8BC � OF NEW 0106.2TC 9 P��GE Mgg9y f 105.7BC o� a o2 �'%ICE � -- 913Ci __ �^ r 054 8 -----'---- �aF'FSsIWu'�' I � _ -S-T - --— - - --- I I ----------------------------- -- - LOT — '� �� 1 ��t-� ---------- CONCRETE _ --T ER s �-1. I v� - G(?ADING/LAYOUT - - - -E �Ew �� _-_ ASPH. NO�'TN f�IDGE ST�'EET DRIVEWAY 0 �p DRIVEWAY ------ - DEVELOPMENT ASPH. -- --,---._.- -_-.__-____.____________ - FOB 0 w LAZZ DEVELOPMENT ApPROX. WATER ___.P v�� O _— w Es v �� VILLAGE OF 2YE B20OK 0\ 00 WESTC—IESTE� CO. NY Unauthorized alterations or additions to this drawing is P JUNE I O, 2 O I a violation of Section 7209(2)of the New York State \' REVISED: 1/21/21 Education Law. REVISED: 6/26/19 4-IEFT I A OF 5 SNEETS GEES B UFF \`o'h 33 \NAP \\21 �\0C� v\\ SRO 2 O� P% \\\\ \\ MPp, PP OP1� F oa 16 t-''2 F 1p,\ 8 FT.STOCKADE FENCE Nps 0 f1El'p550 O\ 1Z TNT G \\F 1\. 26. �' Z P s\ OF 1� S�1 '``\\ 5 .0 MPR ��, NOS ExIST \\y ti6i O� 1 P RE1yG 2cuLVERrL\\'\F9O\ /, ELEV N FLO DRAIN PIPE \\�\\�a.'.48.1 u UWARK" L U673 \ / r_ 0 15 30 60 \\ FENCING *� f F K J 1 \ y SCALE IN FEET F oK�N GAIN I 0 1�I \P�AgS N P E o57011E 11 N\ m 31 S v a F A O and ga3 8 1ro ro L £'6Z 6�6 �F ONE 1,� FENCING 58W \I )- V�' /2 g STGPr FRAME SAP o SRW.'g , ` M WETLAND n Q NO 267 sz3.62 " MAINTENANCE �9 q AREA 2\ LOT I ti -1(HOODED INV.) Rl� p O I RIM 101.0 YD-3 'OR fD 56,909 S.F. (DJ 50696 S.F. on' ro W INV-93.8 24 L.F. RIM 89t qp 84 I.30 AC. y `z .� a• 1.16 AC. N�o 0 8"HOPE INV.86.8 T A Im 3 8.3% YD-2 Sr AREA 1 8g C �7�6• RIM 94.0 4, INV.IN 91.8 STONE SPILLWAY \ N , ➢ p� s INV.88.8 TOP 88.0 I oN . 10 IZ 0.5'WEIR086.0 N.S, r �, 01 O .17cy0pC p RIP RAP \ V7 r 4 v N• `.;c 20s & CHANNEL � LA CS-1 /� �' I .PUP / 4 \ES-1 RIM 89t \,e I C•F�`� \INV.84.5 INV.IN(1)86.2 A °, 8 86 10 L.F.10"HDPE 5.0%INV.IN 12 86.a INV.0UU(((T 3))15"-87.7 4)10"-87.0 /.� 0 6°}9.3S0• i 0 RO \'0$.,:.�3 7 L.F.8"HOPE 28% 26,/ LOT 3 N aM wA L\ N 1 ro°�qR A ua A \ a RIM sa.o r I h^ 6 2.380 S.f. Z 1 62' qGf ROp 3 qn0 C.O.-p.. \INV.IN 91.7 �3S H'i 1.43 acres ASPHALT 4S, 2 F O INV.88.8 / PAVEMENT 0+ �O IFS qM SFO C.O.\ 7.4 L.F.8"HOPE 1.0% e 1 z.°e� e 'k 7/OEi1/CsY /� \ YD-5(HOODED INV.) ' 7 \` IM 1018 s 76,, 9 R7028 E' O / ` \R ! l RIP RAP r +\+ SM 10 c' /- VNV.91.8 PR.6"PVC OC A _ R.6'PVC r 9`�'2 '`° xv� ;�, \\ ROOF DRAIN 474n� �\ 3-6"PVC a PROPOSED SAN. \, OVERFLOW UP RIAIH 105.2 YP. �' R. •d3� SRW';�} ) yZ. \ SEWER PUMP/1000 4 70, // \ GAL.EMERG. \ cv \p,/ / 3S 0,�`4 A' \ OVERFLOW TANK C,9� \ �ES7 AREA 2 ➢ PVC RISER \ 'l . " ?PR 6 qT \ \ FOR o 2�. 10 ooy \\\ \ iDRYWELLS O LEADER/C.O. 0 \ k<r FIR SM /:� (TYP.) /ryx'G \\ ��2 •9.� �rnll I\\) 'fl RIM 103t y gRgG pR 4@3, Aq�\� N9 ��, °vl 1 SMH 053 98.49 PR.SMH \ F< FAM 103± O /0� \ LOT 2 � �nl PROPOSED / NpS n PROPOSED UP-�\ RIV 976.3�.\ .,v WSV INV.98.56 O RFSjO MKFO \ GG �1 C C \ \ A II SAN.SEWS .__ / LP ER S TURN" LEFT �\\ ve° OFF7772e�0e \ 5 3.3 3 2 S I N� sc�' I PUMP t 123. OF (°:��- ➢ TURN"SIGN os 7sp,`I 1 2 2 ACRES ---2-3 6" Wq PR.6"PVC T `; 'h \. l� \ \ HDPE G r\ <[ 9y 2 \ I F UI \ \_ SEWER ROOF DRAIN •S \ PROPOSED I m WYNN. -2.0%MIN. TYP.) \ HOUSE I Q 2 '61 1 0 W \\ N.\\ \ A \\ N� FF 79.0 0 `J 3 moo'A gz6rF°R°s3J \� BF 70:5 ➢ A w.r 'C'O Joe 3 a PROPOSED "ro F� /p,Q�'� /7`\e- �\ N RALPH G.MASTROMONACO PE,P.C. NO LEFT \\. \- aps C,�ytvQ' PROPOSED ST\XiSn O. N ➢ "E-ONE"SAN. � O\N '\ \ NpR ° F GARAGE \ Z TURN"SIGN \ WS qN� SEWER PUMP g \ �ry \ O O \ `\ p zBg / GF 76.2 \ o Consulting Engineers \ RM",o4 '< 'V , p `°9jz \°F S"Tr o �( TT\ 6 O 13 Dove Court,Croton-on-Hudson,New York 10520 \\ "M PRo c\9 ! � \aMf R` "\ y q (914)271-4762 (914)271-2820 Fax \ 1 1/4"SE ES J 3 Fk/ \�Pe \�20.7' �1 lA` 1�\ p N.F. 7,r/.\k/ Sr O \� -,.1 1\ 1m \2\ e EXV y \N. mrl\\\ °\\ OF NEW qY �� 'SNr\ \\\ v 1W A ml ➢ ytP4�gGEMASTq�QV$ N \J \\ '0 LC�GEND ��wo. �� ,Pos°\ \\1 \\\\ �a� vc \PaRO \I\\ \\\\\ 00.' 1j2 'P �w"r CONNECTTOE EXISTING PROPOSED \woe \\swAL EPI WAY1 1 4 ml a"SEvm °aw ��°Vo.Q54A9�UHF ® B SPILLWAY 3 CATCH BASIN \\4 \ L�13 REMOVE OVER GROWN EL=7g.s EL_83.6 11. 4 cRA15r s *c �'R 7 BRUSH IN THIS AREA -"-�- �aY _ _159. 4"PVG SOR35 2,0%(MIN') INV 82.6 PRQF�SIOMaN' 8 Q DRAIN MANHOLE \M\ cuARp 07 L.F. Q SAN.SEWER MANHOLE \ ar REMAINS OF WOODEN PoN' _ 0 � � = .BAILING FENCING_ ._- WSV GUAR 0 R I y.� A D PR.C.O. a HYDRANT '� NONE r"asa PR SMH RIM 84. \ RETAINING esWALL CONC I G RIM 84t INV.74.25 �-°� \ cRT�,z., e. WAY INVERT SEAL[° R', .4 INV.74 _ B DRAIN INLET \\ Iq ��° o EwoRK AND MORTAR $'N TI i �pNG ® 9 WATER VALVE \ _ NOI2TN MIDGE " ___ _ x.WAff rt n WV APPRQ_. WALI �J V HEADWALL \UP\ ONC CURBING ----- _.--_-r_-�._e,e �---- ..._UP UTILITY PLAN ess m n -2ec- 294- CONTOUR LINE _- wv76. OI� �C N a o v ar: x e,a Le'_ nss,Mm v,s°.° _.._.: w .z__�Nv=ev.o_ _ _----- -wv Igva zo_ CONCRETE IM 84.0 HY° 5 N TN �IDG� STk' T - -__ ______ _ DEVELOPMENT �,uP SMM /__RIM 88.6 INV 83.7 FOQ 0 0, LAZZ DEVELOPMENT REVISED: 1/21/21 REVISED: 6/26/19 VILLAGE OF �YE B200K REVISED: 2/28/19 WES7c1-ESTER CO NY „�wq REVISED: 1/2 5 j19 Unauthorized alterations or additions to this drawing is Gj� REVISED: 1/15/19 AP�IL 1 O, 2 O 1 8 CI violation of Section 7209(2)of the New York State �� , REVISED: 12/11 19 Education Law. /18 REVISED: 9/27/18 SHEET 2 OF 5 SHEETS I i INV=49 C \ STORNWATER DEVICE MAINTENANCE SCHEDULE GI F J6"=_ss; ,GRT-52. PRIOR TO AFTER EKLY MONTHLY SIGNIFICANT SIGNIFICANT TEMPORARY-DURING WE CONSTRUCTION RAINFALL RAINFALL HAYBALES INSPECT INSPECT INSPECT/CLEAN SILT FENCE INSPECT INSPECT INSPECT/CLEAN - \\ ANTI-TRACKING PAD INSPECT INSPECT (Stabilized Construction \` Entrance) \\\ \ SEDIMENT CONTROL FOR CATCH BASINS INSPECT INSPECT INSPECT/CLEAN PERMANENT-AFTER CONSTRUCTION 33 CATCH BASINS INSPECTCONTROL STRUCTURES INSPECT \\\,\I\\ O��PR a THROUGHOUT THE CONSTRUCTION PERIOD,A LICENSED PROFESSIONAL ENGINEER RETAINED BY THE APPLICANT SHALL.ON AT LEAST A WEEKLY BASIS,PRIOR TO ANY PREDICTED RAIN EVENT AND \A' �, AFTER ANY RUNOFF-PRODUCING RAIN EVENT,INSPECT THE SOIL EROSION AND SEDIMENTATION CONTROL \\CN\y\ h '(\ON �15 �C�� • �i ,� MEASURES TO ENSURE THEIR PROPER FUNCTIONING.SOIL SHALL BE REMOVED FROM THE SILT FENCE ,\`��\! S,FC' N0. \ff y 2 /0 Oc BULGES DEVELOP IN THE FENCE. `; `^ ,\\ \ 1620 OF oN oZ �0 8 FT.STOCKADE FENCE p5 4�Evp5 �'•\ I \ 'E tL OT ," 0 s2 ' 0Z LPN NGE 24"METAL ��` ELEV, ORE CULVERT \ (` �1- DRAIN PIPE ��° ,\481 vLARK a�. INV= IN 487 \\�\` / S " �< /, n ° INV-490i WP<�-� ( f r 0 15 30 60 \\ K f Z SCALE IN FEET 5 O U) Na P O 51pNE C 0 31 431 _ L s \ ,61° '� 'Tl 1! ONE STORY FRAME S-C P\, 9 5eW l S� S6.. M� I V V T L A N D \\\ 2\° £ 0 OR.W.79, y NQz6] 0 523.52 �`S v s`Eo a� i VA TENANC.E •s°9 48,• \ ° - •�<T 8 1�6 Ass 6Q i M AREA FMF Hy7Gy \ hOyr 1��♦ ��C'e / \ H< TE P.♦� R%` �� o � 50696 S.F. SO BX.. s OLERE O A \ O / , '2 ew ■S CK IL 1.16 AC Op •\ . � � °•O Nv 00 rv/ >, 1♦ ♦ r AR i °NI cFOR mo sw •°• sR 'I A L 0°� L A N s 56i W 0 0 D L A IND S �;/ m r_ ` w FT97RFJ Fo 0 ,- ro 9 °' N9 TIZ--- T IN 0� m O l UP 4 FFN�°, R \ m / N'. 6 WA 7 8 O' �r',./V° O �, 9 RTICAL °`''\.Qi�\ 4"VC PI 2 3 0 S " ASPHALT / PAVEMENr vos 30" RF gMSFa 9 9 A J gAro v A` F 4 2\ m v N/ 6D L N (3 I / /F CE 1 r1 4 '-1`_-` 7c�Rq� `'°8 Io o SMr 1022 ,,' �loo " �`N °\ ' (� ■■■ � > ..UR RIMH 70s.2�. 9 � ♦� ,.• , ! •ti\ ■ SRW, INV 96.] \ 7 qF/7D2 7° ^: sS'S �`\ ` d\ ■ RF NA-oRo 3so./,� �`' ° \�\ © r< 1 \ 6 : AREa _ �➢ "�,.�. \ ez. �`/ \ ° 7G Wg4gltiiry Fo '° ° \ y\ ■ `/! /%jl \�'�rRnLao._AppROk SNSeµS\\ / ?4 C FhcoR,q/cti dx. �j0 \`\ DOE UTC OPRiI�AL � I` S8�\ ■ �.��F\_i�r\� a"Pvc PI v 6a 6�■ YWEL 0 OF PROPOSED \` RSIMM\H ° � \\ rF\\ ■'m O n "NO � l z�-/ N O�F TURN'SIGN 7703 pta Rs nz�\ 'VQnr\ Rer esMT S ° o• \ 9 ■ 70 1 It fn \ \ ■ IZ ROPOS D 1 r 4` c PIPE \ � ■ 74 1 1.0 6� ■ FF BF 0-5 PROPOSED / f ■ N • RALPH G.MASTROMONACO P.E. P.C. TURN`ESGN \\ \ G qN� ° hpRr\,�,hG -FFs9 \\ �. ■ GARAGE \ ° oo o \ \ A s9 ? �v ■ 76.2 ` o Consulting Engineers RIM 1 a.3 Rq/(/\ N / /<,Q/ F Sr \° °, ■ T\ �. 13 Dove Court,Croton-on-Hudson,New York 10520 INV 99, C� e �RqM CRY N ■ + 77.5 o r (914)271-4762 (914)271-2820 Fax 1'A S.�t�� e miT soILA� Zo\\ o p STOCKPILES P 6E Mq Y IS m1 I °y� w LEGEND ` ��\/�� ,Pos, ,\ �° .� \ t\ ANTI- EXISTING PROPOSED AC a W Q CATCH BASIN \OF\H\M AL\ t. U H $AR W6LWAY\ SPILLWAY D _159.1' NV BMN Q QFESS11 114�6 0544 E DV 0 ER G WN LL=76. RIM 82,6 \ e Q DRAIN MANHOLE /ry\ GUA 0 Al( REMAINS�\QF WOODEN POST e< & SAN.SEWER MANHOLE \ RE N v' Zf HYDRANTWAY IN 7,FT- 4 ® B ,'2 90.a8C C STONEWORK AND NO e6 _ DRAIN INLET NOWT QIDGE 0 _WV_APaR�_,_-A -� 1 i=92.i Po 866 0 cRi=e2 0 A WATER VALVE N — M %J HEADWALL uP\ cuRQrNc -—— _————— ———-- ——— oNCRETE P° _ Nv]6s wu -z94- 294- CONTOUR LINE _ - _ ' N C - IM 84.0 __ D NOf�TN MIDGE ST2EFT °M�v��°'��:° --_ R,M�sz N�_96° _La_�N« � x�e6zo - � - ------ ------ ----- -- -_ _._.__ RIM 88.7 --; DEVELOPMENT NV 83, -- rG �� FOR J <) LAZZ DEVELOPMENT VILLAGE OF 2YE BROOK REVISED: 1/21/21 WESTCNESTEQ CO. NY ,r Unauthorized alterations or additions to this drawing is REVISED: 6/26/19 APf�IL I O a J � � /28/ ' 2018 REVISED: 2 19 a violation of Section 7209(2)of the New York State �\}� ,' REVISED: 1/28 1 9 Education Law. 18 SHEET 3 OF SNEI=TS /ram REVISED: 9/27/18 i I I 120 120 120 120 AASHTO RECOMMENDED SIGHT DISTANCES SPEED STOPPING INTERSECTION NOTE:DRIVER NOTE:DRIVER M.P.H. SIGHT DISTANCE SIGHT DISTANCE* 10 FT.BACK SIGHT DISTANCE=33 FT. 10 FT.BACK SIGHT DISTANCE=33 FT. FROM ROAD FROM ROAD 25 155 FT. 280 FT. EDGE EDGE 30 200 FT. 335 FT. 35 250 FT. 390 FT. EYE HOT. 110 EYE HGT. 110 40 305 FT, 445 FT. 10 7 PR.GRADE sICHT uNE 45 360 FT. 500 FT. -- PR.cl05 5 50 425 FT. 555 FT. 106.0 —————————— 05.5 —-- -—� OBJECT HGT. 55 495 FT. 610 FT, Ex.GRADE FOR SIGHT uNE� 3.50 FT. \\ SrGHT LINE *-VALUES SHOWN ARE FOR LEFT TURNS 100 -- 100 100 100 EX.GRADE -_ AT GRADES OF 3%OR LESS 99.6 REFERENCES: OBEC HGT. A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS EX.GRADE FOR SIGHT LINE 7� 3.5J0T FT, AND STREETS,AASHTO 5TH ED.2004 so -- - 90 90 - - EX.GRABE 90 NYSDOT POLICY AND STANDARDS FOR THE DESIGN 90.7 OF ENTRANCES TO STATE HIGHWAYS 11/24/2003 POSTED SPEED LIMIT ON NORTH RIDGE ST.=30 MPH so 80 80 so *- 445 FT.REQUIRED BUT DECREASE 0+00 1+00 2+00 3+00 4+00 5+00 ALLOWANCE FACTOR(0.9)FOR N UPGRADESINTERSECTION SIGHT F I� L. 'A' THEREFORE ORE DISTANCE SD 0 PRU 0 FT. (NYSDOT HIGHWAY SCALE: HOR. 1" = 50' DESIGN MANUAL, APPENDIX 5C INTERSECTION VER. 1" = 10' 70 70 SITE DISTANCE CHARTS,JAN. 15, 2015, 0+00 1+00 2+00 3+00 4+00 5+00 TABLE 5C-2) SIGHT PROFILE 'B' SCALE: HOR. 1" = 50' qt R VER. 1" = 10' a ST AR EPgI RF7�Fp a 9 4 z °F - F co yl rn 1 v 6 J GH 0 OF 1772 NO 9 \ 48"HIGH \ N� D1S 1 qR 0'e O 8g 02 d. \ORNAMENTAL N CO 0 15 30 60 Driveway Wgrnin SCALE IN FEET N x\ F � 6V ARE WA 7F'F7 qN 5i,•. ,p�Ty/F 00 n``` ag `\\ -OF •8\ 6 N 70 PROPOSED "No LEFT TURN"SIGN \\ A,O� esMr s a \ 70 J \ T & o \ 7271 \\ wo \ \ y \ N 1411 A a PROPOSE No LEFT \ O hhp0s� GARAGE TURN"SIGN \ /V/ A,y + �/S,V�` 2S 9R/ 76.2 e ksl \\�i;' f J_P M oh N TS c z \FR4�r0�Y + 33 "�\ �e F \\ J N R q \ec 20.7, s P s. N I RALPH G. MASTROMONACO,P.E.,P.C. \�A F Consulting Engineers n e YD or 9 13 Dove Court,Croton-on-Hudson,New York 10520 AR WIN (914)271-4762 (914)271-2820 Fax N °OAA° REMAINS_WOODEN PCST � ND PIPE RAILIN NONG__ Of NEW Y \ bn $ asset sa.aec ,�P�gGE AfA NOP QIDGE __ i (� - - - - o0 hp 054kJ9�tia W2-2 sMH �OFESSIW�p� RIM 88.6 INV 83.7 DPIVEWAY WAQNING SIGN S N.T.S. C0., POLE SIGHT DISTANCE STUDY 0 MANHOLE F 100.62 x SPOT GRADE V n TI-I K I C J n C ET C)cx:= STONE WALL a q DEVELOPMENT 0EXISTING TREE "'ry's.s LAZZ DEVELOPMENT VILLAGE OF 2YE BP00K REVISED: 1/21/21 WESTCNESTEQ CO. ,NY REVISED: 4/10/19 AP�_'IL 1 0, 2 0 1 8 Unauthorized alterations or additions to this drawing is REVISED: 2/28/19 a violation of Section 7209(2)of the New York State Education Law. REVISED: /27/1 8 8 9 REVISED: /27 SHEET 4 OF 5 SHEETS _ 110 V a \ 772a ROP0 D � - -SIGHT DISTA ICE=200 FT. �I N1 "e Haus ` o a (J L I IF a 100 No°Rys"Hc- I tip/ GA AGE I O EYE HEIGHT m°ass gFF�s, �\3 ( 76.2 O ) EX.G92.2 SIGHT LIN v,. \� z 1 `�1 a� �s.g 90 0 ,6 OBJECT _ HEIGHT I q �v o FT. m \ , LOT 3 s EX. a \ 8 EX.GRADE FOR SIGHT LINE GRADE 80 84.6 8o \ E o R G WIN1 a sM:e CE 200 r f 5 FT T B U S AR - DUq EMAINS�QF WOODEN Posy - 'fop SIGH D PIPE RAIUN P CING_ a N �82� S HsGI'! 84.4 70 70 ° b N RIDGE OR 200 F!. es-ae Y I 0+00 1+00 2+00 3+00 .E STOPPING SIGHT DISTANCE PROFILE—LOT 3 --_- TRAVELING SOUTH ON NORTH RIDGE ST. "' p b SCALE: HOR. 1" = 50' �� VER. 1" = 10, 100 100 120 -- - -120 120 - 120 SIGHT DISTANCE=200 FT. SIGHT DISTANCE=200 FT. SIGHT DISTANCE=200 FT. 90 OBJECT 0 20 40 80 HEIGHT 2.0 FT. SIGHT LINE HEIGHT 0 OBJECT — 110 HEIGHT SCALE IN FEET EYE HEIGHT EYE SIGN LINE -----�.0 FT. 2.0 FT. GRADE —_ 3.50 FT. HEIGHT _ — EX. EX. _ SIG T LINE 84.6 GRADE GRADE —— EYE HEIGHT 80 _—— 106.2 106.2 EX.GRADE FOR SIGHT LINE 80.5 EX.GRADE 3.50 FT. 102.0 100 100 EX,GRADE FOR SIGHT LINE EX.GR` 00 100.0 EX.GRAD FOR SIGHT LINE 00.0 DE 70 70 90—- ---- --- 90 90 — 90 60 60 0+00 1+00 2+00 3+00 STOPPING SIGHT DISTANCE PROFILE---LOT 3 80 80 8o ao 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 TRAVELING NORTH ON NORTH RIDGE ST. S1 UPPING SIGH r DISTANCE PROFILE--1 E3 STOPPING :dUHT DISI'AI\It;E PROF1I E Its SCALE: HOR. 1" = 50' TRAVELING SOUTH ON NORTH RIDGE ST. TRAVELING NORTH ON NORTH RIDGE ST. VER. 1" = 10' SCALE: HOR. 1" = 50' SCALE: HOR. 1" = 50' VER. 1" = 10' VER. 1" = 10' AASHTO RECOMMENDED SIGHT DISTANCES SPEED STOPPING INTERSECTION M.P.H. SIGHT DISTANCE SIGHT DISTANCE* 25 155 FT. 280 FT. 30 200 FT, 335 FT. O 35 250 FT. 390 FT. R s; 40 305 FT, 445 FT. 45 360 FT. 500 FT. — 7 50 425 FT, 555 FT. 55 495 FT. 610 FT. qn *—VALUES SHOWN ARE FOR LEFT TURNS AT GRADES OF 3%OR LESS cY ;'srGp r RED°'�s qn�E H�E_iG DiF'IN �� 0 9 REFERENCES: -3.5 FT. Sf�'G scNr yE °F Q Al W, A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS ° SMr'4Zd h� ° AND STREETS,AASHTO 5TH ED.2004 2i3H T ReT°gc f0 NYSDOT POLICY AND STANDARDS FOR THE DESIGN RALPH G.MASTI�OMQNACO , OF ENTRANCES TO STATE HIGHWAYS 11/24/2003 SropON \ c„1 q,° ,P,E. P.C. �; ° Consulting Engineers POSTED SPEED LIMIT ON NORTH RIDGE ST.=30 MPH PROPOSED O Cyr°s ° Rf 4MSF° 13 Dove Court,Croton-on-Hudson,New York 10520 °N°L�rr rqN Z o cy WRN"SIGN cE e�;°'35 . (914)271-4762 (914)271-2820 Fax 120 120 120 120 i \•\ \ ��OF NFk,Y SIGHT DISTANCIF=200 FT. SIGHT DISTANC =200 FT. �� m o3 y` 2gRN� ��PG�pµGE MgsrRo�Pf OBJECT SE 110 No FEFr 2.0 FT. 110 TURN"S°N HIGH OBJECT EYE HEIGHT ° l EYE SIGH LINE HEIGHT HEIGHT SIG T LINE OBJECT �s EYE R. - w,gFbsr in �v HEIGHT 0 FT. _ 3.50 FT. EIGHT Sr0 c•\ \a f°a. A�D 2.0 FT. ---- --- _ — EX. EX. ——— — EX.GRADE pROFESS10Np� GRADE GRADE EX.GRADE FOR SIGHT LINE 104.5T w EX.GRADE — 105.0 105.0 102.0 -100 100 10C EX.GRAD17 FOR SIGHT LINE STOPPING SIGHT YE H E o Rc vM DISTANCE STUDY U'H H 5 AR 1 90 90 90 90 T. NNpnw -I M PS NOf2TIIDGE STf,EET ° I\DEVELOPMENT FOIz 80+00 1+00 2+00 3+00o a0+00 1+00 2+00 3+Goo LAZZ DEVELOPMENT STOPPING SIGHT DISTANCE PROFILE-1 A STOPPING SIGHT DISTANCE PROFILE-1 A VILLAGE OF QYE BQOOK TRAVELING SOUTH ON NORTH RIDGE ST, TRAVELING NORTH ON NORTH RIDGE ST. WESTCNESTER CO. ,NY SCALE: HOR. 1" = 50' SCALE: HOR. 1" = 50' VER. 1" = 10' VER. 1" = 10' APQIL 30, 2 O 19 Unauthoriz ed alterations or additions to this drawing is a violation of Section 7209(2) REVISED: 1/21/21 SHEET 4A OF 5 SHEETS of the New York State Education Law. i CASTING AND COVER SHALL BE EQUAL TO PATTERN 81204 FINISHED GRADE 130 W 130 GENERAL NOTES' A5 MANUFACTURED BY CAMPBELL FOUNDRY CO.HARRISON,N.J. -- MAINTAIN FENCE BY REMOVING TO SILT BUILDUP AS NECESSARY Z 1.THE CONTRACTOR SHALL LOCATE AND VERIFY IN THE FIELD ALL P OF CASTING FINISHED GRADE HARDWOOD oft METAL POST J UTILITIES-GAS,WATER,ELECTRICAL BEFORE THE START OF 1 COURSE OF CONC.BRICK 1'D O.C.ON DOWNHILL 2'-tI" K SIDE OF FENCE III CONSTRUCTION.CONTRACTOR SHALL CALL CODE 753(FORMERLY CODE 53). °I SEDIMENT CONTROL FABRIC IyJ 2.THE INSTALLATION OF WATER AND SEWER SHALL BE UNDER THE WOVEN POLYPROPYLENE DIRECTION OF A N.Y.STATE LICENSED PROFESSIONAL ENGINEER. CAST IRON STEPS >' TREATED TO RESIST DEGRADATION ILL FROM SUNLIGHT Li EQUAL TO CAMPBELL = I a ? AS PER AMOCO FABRICS Go. 120 120 3.AS BUILT PLANS SHALL BE REQUIRED AND CERTIFIED BY A N.Y.STATE PATTERN,y2588-1 12" r LJCENSED PROFESSIONAL ENGINEER OR SURVEYOR. PROPOSED SMH c "10 FT.MIN. (n m N SEPARATION 4.ALL PROPERTY DISTURBED IN THE R.O.W.OR ON PRIVATE LANDS, \ a I D cap AT 2 RE-BARS,STEEL PICKETS,OR W p SHALL BE RESTORED TO NEW CONDITIONS. ; FINISHED GRGRADE H GROUND 1 t/2'TO 2' U LL o Q 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICATIONS AND L LI. ' WIRE OR NYLON SECOND FUR.112.5LL FLOW BOUND BALES J PERMITS REQUIRED FOR CONSTRUCTION.L - PLACED ON-1 1/4"DIA. THE CONTOUR 6.THE ROAD AND UTILITIES SHALL BE STAKED IN THE FIELD BY A N.Y. PRECAST CONCRETE RISER 5. CRREADED SEAMLESS HOPE PLAN E .,oYl• 110 w w 110 STATE LICENSED SURVEYOR OR ENGINEER. SECTION AS NEEDED FORCEMAIN 45' /4"HDPE � F- BUILDINGFITTz7.UNDERGROUND GAS AND ELECTRIC SHALL BE AS REQUIRED BY THE WATERTIGHT SEAL 4'-Q"MIN.DIA. 6 NWYE B /\/ O LL. I- VILLAGE AND CON EDISON. AT ALL CONNECTIONS \ \�` LL- SEAL OPENING FITTIN - Z LL6"MIN.- -- W/MORTAR Sewers sholl be laid at least 10 feet(3.0 m)horzontally \\\\,\ a'vERncAL FACE FIRST FUR,103.5 8.TELEPHONE AND CABLE LINES TO BE UNDERGROUND. SLOPE 1/4"/FT, from any exseng orproposed water man.The distance F.M. 0\N. f\/ J O PRECAST WA ALL CON SEAL shall be measured edge to edge.In cases where it's not O' /\\i°\ \ J 9.WATER MAIN CONSTRUCTION SHALL BE AS REQUIRED BY THE CONCRETE // 3 AT ALL CONNECTIONS ----- 0 9 / / TOE-IN FLAP OF FABRIC O BASE RISER PIPE / 0 I STAINLESS STEEL Practical to 1.taro ten foot separat'ancase appc 9rleate FLOW //\y>\ 4"-6"BELOW GRADE �� ----T Q GOVERNING WATER DEPARTMENT. SECTION AS / 18'TO 48" I reviewng agency may allow tl aviation by a 6"° - /\//\� ALONG FENCE LINE _ DIRECT OUTLET STRAP CLAMPS basis,'f supported by data from the design ang neer Such \\" 1�D 1 00 NEEDED L 7" - INTO B"PIPE AND FASTENERS devotion may Now Instalaton of the sewer closer to a �`�� SIDEWALK 10,ALL DRAINAGE PIPE TO BE HDPE UNLESS OTHERWISE NOTED. y a CRUSHED STONE EMBED POST 18" 8"SAW. water main,prov died that the water man is in a separate - `\�`•� trench or on an una'sturoed earth shelf located on one aide - �, 11.ALL GRADED SLOPES SHALL NOT EXCEED 1 VERTICAL ON 2 HORIZONTAL PLAN SEWER of the sewer and at an elovation the bottom of the water I UNLESS OTHERWISE APPROVED BY THE TOWN ENGINEER. CLEAN OUT PATIO mmn sat least 1e aches(46 cm)above the top of the SILT FENCE AND HAYBALE DETAIL B°MENT FUR.94.5 9" 8 CRUSHED STONE,' •, sewer. N.T.S. N.T.S. - FOR ALL STRUCTURES TO BE PLACED IN PAVED AREAS SHALL BE DESIGNED \�\\\UNDISTURBED FOR H-20 LOADING. 6'-0'DIA. -DISCHARGE MANHOLE, ,jI DRAIN/SEWER/WATER SEPARATION 90 PROPOSED GRADE �1��(,S 90 13.THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF WATER AND L__..__. " - 1 1 �4 SEWER INSTALLATIONS AND WATER AND SEWER AS-BUILT PROFILES AS REQUIRED SECTION N.T.S. Ci BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. FORCEMAIN CONNECTION BINDER SEWER/DRAIN MANHOLE TO DISCHARGE MANHOLE FOR DEPTH OF E \��`�F N.T.S. N.T.S. FINISHED GRADE PAVEMENT OUT. , �\ SANITARY SEWER NOTES / ` ,. SANITARY SEWERS ARE TO BE OF SDR 35 PVC(OR HEAVIER IF REQUIRED EX.PAVEMENT BY THE VILLAGE ENGINEER DUE TO LOADING CONDITIONS). 80 80 0+00 1+00 1+50 2. SANITARY MANHOLES SHALL BE PRECAST IN ACCORDANCE WITH APPROVED STANDARDS AND SHALL BE SPADED A MAXIMUM DISTANCE Iy� SECTION Jt_/\ OF 400'ON STRAIGHT RUNS AND INSTALLED AT EVERY CHANGE IN ttN A A ALIGNMENT AND DIFFERENCE IN ELEVATION OF INCOMING AND OUTGOING QW SEWERS.MANHOLE POSITIONING SHALL BE AS TO PREVENT THE ENTRANCE BINDER COURSE /\ D:rz SCALE:HOR.1"=20' OF SURFACE WATER DURING STORMS, FOR DEPTH OF - g- -�-- CLEAN FILL \\/. \\ F QJ VER.1"=10' FINISHED GRADE PAVEMENT CUT. COMPACTED IN/\ - /\ - W 3. LEAKAGE OUTWARD OR THE INFILTRATION SHALL NOT EXCEED ONE iv n PLAN VIEW 12"LIFTS \ /� <tn> HUNDRED(100)GALLONS PER INCH OF SEWER PIPE DIAMETER PER MILE PER \ 1"RADIUS %�� ,� I"-3" VI Z. DAY FOR ANY SECTION OF THE SEWERAGE SYSTEM AND MANHOLES. TOP of >- TRENCH BACKFILL �� i z oN 120 120 CURB 3•RADIUS EX.PAVEMENT 7" II SHALL BE \ - \\i O Z 4. INFILTRATION,EXFILTRATION AND VISUAL TESTS BY MEANS OF LIGHT 45' JOINT \ \\ o' F FLASHING BETWEEN MANHOLES SHALL BE AS PER REQUIREMENTS OF VILLAGE I 1^ . � ` COMPACTED TO 957\j / W rn rgz ENGINEER.NO TESTS SHALL BE MADE UNTIL TWO 2 WEEKS AFTER. 0: > ELEVATION C---►j 9" DENSITY. \� \/ 3 () W J BACKFILLING OF SANITARY SEWERS OR LONGER IF CONDITIONS,IN THE Om \\�\�\\ - \/\\\,,•3 3/4"DIA.OPENINGS / �\ In OPINION OF THE VILLAGE ENGINEER,WARRANT IT. _ OJ \/i -\� N}N FOR 5/8 DIA.STEEL NOTE:TYPE 1 WHEEL STOPS AS SECTION / �, O Q �I IOU \ - \\ 4W ANCHOR MANUFACTURED BY PRECAST CONCRETE \ :\\\ ,5. SANITARY SEWER CONSTRUCTION SHALL MEET ALL SEWER. PAVEMENT PAVEMENT \�' - �\ }< SALES CO 4000 psi COMO,WITH 2 p4 BARS �\ \ K / tt~Z REINFORCED CONRETE CONSTRUCTION SPECIFICATIONS FOR THE VILLAGE OF RYE BROOK. ----�- CLEAN FILL \� �/\ a z-' ° \ \\ _ COMPACTED IN/\ /\\ r aW PRECAST CONCRETE WHEEL STOPS ° 110 110 DROPTSuRe ,2°LIFTS ;\ \\: NZs N.T.S. N;� \\ 0 1os.o DESIGN PLANS GENERAL EROSION CONTROL NOTES: TRENCH BACKFILL / °w °/ - Z W SHALL BE ' \ Z y 1 102.0 Z 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE COMPACTED TO 957\\ �\ o�� 1 1\ PIPE -/\\ PROPOSED WHEEL STOP J START OF CONSTRUCTION AND MAINTAINED IN EFFECTIVE CONDITION ' GRADE I THROUGHOUT THE CONSTRUCTION PERIOD. DENSITY. i \/. ?_3 ♦ \\\ -- - FRAME AND GRATE \\ j\\ 2'Diu /+ ; \/ \\` 'COMPACTED FILL.' W 2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND CAMPBELL N0.2815 j_ - /\\ o t0 / •.a.�.^.:, ,.,\\i 1 00 FENCE LL 1 00 PROCEDURES SHALL COMPLY WITH THE STANDARDS AND SPECIFICATIONS ,\ I OF THE'WESTCHESTER COUNTY BEST MANAGEMENT MANUAL FOR FINISHED GRADE -/\\ a /1/\V\°//�/\\'\\/'/� \ 'W _�� °/\ COMPACTED \lf�\ \\/\%� \, UNDISTURBED m CONSTRUCTION RELATED AcnvinEs.' \' GRANULAR °\\ \/ EARTH 1�\ O 3. PRIOR TO ANY EXCAVATION,SILT FENCE SHALL BE INSTALLED AT THE N'� \j SOIL BASE OD t 2' Z APPROPRIATE LOCATIONS NOTED ON EROSION CONTROL PLAN.SILT NOTE:USE CAST IRON \`� Q FENCING SHALL BE INSTALLED AS DIRECTED BY THE OWNER'S 6 __ EARTH OR ROCK 2' - STEPS FOR DEPTH / F REPRESENTATIVE IN THE FIELD AND INSTALLED AS PER THE 2 COURSES GREATER THAN 4' \i �/ �`� W INSTRUCTIONS OF THE MANUFACTURER.ADDITIONAL SILT FENCE MAY CONC.BRICK SQUARE o. \\ PIPE --j\\ SEWER TRENCH AND PIPE - Icy BE PLACED BY THE OWNER'S REPRESENTATIVE IN THE FIELD.SILT u (CAMPBELL NO.2580 --�-�- ° /� 90 90 FENCING SHALL BE MAINTAINED IN OPERABLE CONDITION AND SHALL OR EQUIV.) \\\ BEDDING DETAIL - 4\ NOT BE REMOVED UNTIL DISTURBED AREAS ARE THOROUGHLY / EXISTING GRADE `` LL STABILIZED p w O 4. IMMEDIATELY TOPSOIL&SEED WITH A MIXTURE OF PERENNIAL RYE 10 GRASS,ANNUAL RYE GRASS AND WINTER RYE AND MULCH WITH 2'OF PIPE tt COMPACTED \ �\\\�\/�/�\\�\ UNDISTURBED MAY ALL FINISHED SLOPES AND ALL ROUGH CUT SLOPES TO REMAIN > GRANULAR EARTH �\ OPEN FOR EXTENDED PERIODS. °- SOIL BASE OD t 2' 5. ALL SLOPES CONSTRUCTED WITH FILL MATERIAL AND ALL SLOPES WITH 6 PRECAST CONC. a' L=LEN.OF PIPE NOTE:FULL CROSSINGS, EARTH OR ROCK ONE FULL LENGTH OF BO 80 GRADE 3:1 OR STEEPER SHALL BE TOPSOILED,SEEDED,MULCHED AND WATER PIPE SHALL STABILIZED WITH STAKED TOBACCO NETTING,UNLESS OTHERWISE SEWER TR�NCN AND PIPE L/2 L/2 BE LOCATED SO BOTH 0+00 1+00 1+50 NOTED. DO JOINTS WILL BE AS SECTION //�� }{��\) R R BEDDING DETAIL FAR FROM FROM THE J E`r TI O SEWER AS POSSIBLE. 6. ALL AREAS OF DISTURBED SOIL SHALL BE STABILIZED.IN ADDITION TO ALL SPECIFIED AND LOCATED EROSION CONTROL DEVICES,THE N.T,S. } STORM/SANITARY SEWER SCALE:HOR.1"=20' CONTRACTOR SHALL TAKE ALL STEPS PRUDENT AND NECESSARY TO °c VER.1=1O' STABILIZE THE SITE AT ALL TIMES. o e MINIMUM VERTICAL NOTES 7. DO NOT STOCKPILE MATERIALS ON STEEP SLOPES,IN DRAINAGE CLEAN BACKFILL SEPARATION-18" ( ) / SWALES OR IN WETLAND AREAS.SURROUND ALL STOCKPILE AREAS 6"CRUSHED STONE 1)PREFABRICATED PUMP STATION SHALL U MODEL OH SHALL SUFFIX STA MODEL SHOWN OVAL PUMP STATION RE MANUFACTURED BY E ONE SEINER COMPACTED IN SYSTEMS OR APPROVED FNC EQUAL.SEWAGE PUMP STATION SHALL M INSTALLED M ACCORDANCE ON SSE WITH MANUFACTURERS RECOMMENDATIONS INCLUDING THE WITH.STAKED HAYBALES OR SILT SCREEN MATERIALS. 1 I l 1 1 I_I 1 l 12'LIFTS INSTALLATION OF CONCRETE BAUAST.OTHER ON 152 MODELS MAY BE USED BASED ON SITE TOPOGRAPHY. UNDISTURBED MATERIAL�1 i 1' FINISHED GRADE 2❑NE SPARE PUMP SHALL BE PROVIDED BY EACH HOMEOWNER TO THE TOWN FOR FUTURE EMERGENCY REPAIR. F F - JJ 8. ALL CATCHBASINS ARE TO BE PROTECTED WITH INLET PROTECTION SECTION \�/, \// GE A SEPARATE 500 GALLON(MINIMUM SIZE)CONCRETE STORAGE TANK FOR ONE DAYS WASTEWATER STORAGE AND CONNECTIONS FOR AN EMERGENCY THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED GE SYSTEM SHALL BE PROVIDED IN THE CONTROL PANEL IN THE EVENT OF AN EXTENDED POWER OUTAGE. \,\// \f\ WATERMAIN I AREAS ARE THOROUGHLY STABILIZED. �\/\\ l\\/\\ I 4)AN E/ONE SENTRY DUPLEX PROTECT PLUS CONTROL PANEL SHALL BE PROVIDED TO CONTROL THE PUMP STATION,CONTROL PANEL SHALL BE // 6 I SNOW FENCE INSTALLED OUTSIDE THE BUILDING NEAR THE PUMP STATION IN ACCORDANCE WITH MANUFACTURERS SPECAFICA IONS.AN AUDIO/VISUAL HIGH LEVEL YA�� IZA�(�l - UlZ - } �I 5)AN ELECTRICALARM ARE TO AL UNDERWRITERS E PROVIDE NTH RTFICATEE FORNTROL NTHE PUMP CHAMBER MUST BE PROVIDED TO THE HEALTH DEPARTMENT PRIOR TO THE HEALTH NECESSARY,LTO COLLLECTES SHALL ESILT EAND iDIVERT FLOWS.THE TOPS DjSILLTOR TSCREEENSOE OF LOPES,AS N T S \ MINIMUM VERTICAL DF➢ARTMENi CONDUCTING A FINAL INSPECTION OF THE PUMP CHAMBER. WILL BE USED IN AREAS OF UNCONCENTRATED FLOWS TO COLLECT ¢ \ SEPARATION=18" SILT.HAYBALES AND SILT SCREEN ON PLANS MAY BE AUGMENTED IN UNDISTURBED CONTROL PANE EARTH I- i I I WR1H AUDIO AND THE FIELD. VISUAL ALARMS GRADE MUST SLpPE AWAY FROM i' \ _STORM/SANITARY SEWER STAMM 10.UTILITY LINE EXCAVATED MATERIAL SHALL BE TEMPORARILY \/ /\ STOCKPILED ON HIGH SIDE OF EXCAVATION SO RUNOFF IS DIRECTED SAW CUT BASE COURSE \ !\ AWAY FROM TRENCH AFTER BACK-FILLING,AREA IS TO BE 2"TOP COURSE-ITEM 403.16 TYPE 6 % \ B TO 12'COVER.FOR TOPSOILED,SEEDED AND MULCHED. LANE CUT ASPHALT \ \ DUAL WALL GREATER DEPTHS PROVIDE WEARING COURSE 6"BINDER-ITEM 463.11 �\ L/2 L/2 CORRUGATED MANHOLE ACCESS 24'm CONCRETE EXISTING SELECT FILL \\ AccEss WAY ez 24"0 N WIN E 11 ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED EXISTING e"BASE COURSE-ITEM 304.02 \' - \� PAVEMENT PAVEMENT COMPACTED IN\° d OVER HANDLE IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING L7JlOJI ��l/�7�IL 2"LIFTS \ DIA. \j` I' I" 1 NFANuvxu- mMEN. 1-1/a'HOPE PROLONGED RAINFALL.ANY REQUIRED REPAIRS SHALL BE MADE VARIES -/ L-LEN.OF PIPE - VE,TT-z'DA DSOxARE PPE I IMMEDIATELY, TRENCH BACKFILL / \/ THI' SHALL BE 4'PVC MR-35 a 2% INWti \ ✓ /\ DmTH 12.SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH \\\'12".� �1' j COMPACTED TO 959 i\ / I GPE FROM +,�t� M N.Y EXTENTS OF NEW '�ii \\\ _ -_!V��`F' DENSITY. j\y\\// \`\\%\j\\ DRAIN/SEWER HW� APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER..SEDIMENT TOP COURSE(77P.) i/ - \ /�\\�i VVATE(,2 MAIN GROcjSING a 12e.2' SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT RESULT IN EXTENTS OF NEW \\' -'\ UNDISTURBED MATERIAL ADDITIONAL EROSION OR POLLUTION. ,CONTROLLED_ _ } N.T.S. BINDER COURSE /-- -DENSITY 1000 GALLON MIN CAPAVIY PRECAST CONOREIE 13.INSTALL GRAVEL BED AT CONSTRUCTION ENTRANCE 70 SERVE AS (T\'P) �\ -BACKFILL -\' 0.6 O.D. OVI RRLOW TANK DESIGNED FOR H-20 LOADING. ANTI-TRACKING PAD.GRAVEL BED TO BE 2"DIAMETER CRUSHED _ WRET NKRT TO BE SET ABOVE PUMP CHAMBER UNDISTURBED MATERIAL' - O.D.+2' 4- HIGH WATER ALARM.IHLEr INVERT To BE MET STONE 6"DEEP OR AS REQUIRED BY THE ENGINEER. �\ \ BELOW SOP INVERT FROM HOUSE. TRENCH \\.12 12'\ 14.A WATERING TRUCK WILL BE USED IN DRY SEASON TO WET DOWN OUST BACKFILL ,.MIN MIN.' DRAIN PIPE BEDDING DIMENSION IN IN HES II III Till AREAS SHALL BE PIPE "\ PIPE A B C D SIZE ° IRLLr,mw \ 15.BLASTING AREAS ROCK RIPPING WILL BE USED WHEREVER COMPACTED j COMPACTED N.T S. CA,R011MEf ERR \ POSSIBLE BLASTING WILL OCCUR IN ACCORDANCE WITH REGULATIONS TO 959° \ Gi 16 4.75 2 6 -pa 4z,8' wNP E-u•u AND STANDARDS PRESCRIBED BY THE VILLAGE. �.' ._. GRANULAR DENSITY. B 3.25 zb3 s 6.5 z 0 A BALLAST IL D1,5' �\ 6 MIN.. FILL 518 27.75 26 9 4 15 RING 5 12 ' TNNMQT RALPH G.MASTROMONACO P.E. P.C. \\/TRENCH WIDTH__ L 20 27 10 3.5 18 OD t 2' A �C� 25.25 30 11.25 4.5 21 &B•o }1 [I STABILIZE ENTIRE PILE To BE USED NEAR CONSTRUCTION ACTIVITIES WHERE a (DIMENSIONS SHOWN FOR REFERENCE ONLY) Consulting Engineers TRENCH/PAVEMENT WITH VEGETATION OR COVER CAST IRON HOOD E-ONE DRIPLINE PROTECTION WOULD IMPEDE CONSTRUCTION ACTIVITIES. ° MODEL OH152-129 RESTORATION 2 SLOPE OR LESS A 13 Dove Court,Croton-on-Hudson,New York 10520 W r , f`�{ TRUNK ARMOR DETAIL PUMP STAl10N (TO BE UTILIZED IN VILLAGE R.O.W.) W � �- N T S "ANGER PLAT E D DIMENSION IN Es FOR TREE PROTECTION PUMP CHAMBER INSTALLATION _(914)271-4762 (914)271-2820 Fax v v rW rm.° w rW ro-w°r rWr v PIPE -_-_ T A B C D E SIZE N.T.S. N.T.S. Of NEW 13 22 8 3.5 9.5 677 B 13 22 2, 3.5 .2 8 ,�Q'URGE MgsT 0� 4"TOPSOIL/SEED OR SOD ° C 15 23 12,5 3.5 7.25 90 8 22 33 15 6 9 12 ° 23 35 19.75 5.5 9.75 15 4" 7 4" 4" F G. F.G. v ° V V`.' m 25.25 35.75 21 5 8.5 18 30.5 42.25 24 6 10 21 �f '^?� DRYWELLS TO BE SURROUNDED af \_ _/\ °v BY 12"NE.OF 1 1/2"CRUSHED \/ / j =�\j -SELECT WELL GRADED �\ W WALL PLATE \n'� STONE.cEOTExnLE FILTER -l °wWwvWVW wr. j� '\, FABRIC SHALL BE INSTALLED W� FRAME AND GRAZE TO PREVENT THE INTRUSION 3• 0 \\ TAMPED BACKFILL- \\\. FINISHED GRADE CAMPBELL N0.2815 ''\ OF SOIL INTO THE CRUSHED �`Np 05449�v� \/ (12"LIFTS MAX.) i STONE. - F G 7t.D y y + ROFESS11 SIDES OF TRENCH NOTE.USE CAST IRON /;.r, \ / 12'MAX, -12"MAX.\�MAY BE SLOPED TO STEPS FOR DEPTH /„ \ TOPSOIL L'6" '\\ 6 MIN. 6"MIN. \ / �y 2 ( GREATER THAN 4' 2' - +:`TOP 70." - - /�SUIT SOIL CONDITION / MIN.SLOPE MIN.SLOPE 2 COURSES SQUARE SQUARE o /• 6" DETAILS/NOTES TES / /� STRAW BALES OR SILT FEN E GONG.BRICK (CAMPBELL NO 2580 •1 CONC COVER I L /N O -WHERE PERMITTED OR EQUIV.) g$WALL PLATE �-HANGER PLATE TRENCH BACKFILL TO BE USED WHERE TOPSOIL PRESERVATION IS NECESSARY FOR REGRADING AND VEGETATING 24®16'. 7 �p Q Q o INSIDE TOP a OVERFLOW O n T I D GE (�T r T MIN. \\j SHALL BE DISTURBED AREAS.TOPSOIL IS APPLIED TO SUBSOILS THAT ARE DROUGHTY(HAVING LOW O I I.'.,' ,I 6„PVC- D O 70.0 q V K `�J1 C COMPACTED TO 95% AVAILABLE MOISTURE FOR PLANTS),STONY,SALTY,HAVE LOW PERMEABIUTY,OR ARE --- -L��_ - - - - p ❑ o o ❑ 6"PVC �\ EXTREMELY ACID,IT IS ALSO USED TO BACKFILL AROUND SHRUB AND TREE TRANSPLANTS. �4 TRAP I 1 "I TIN 68.0 O O O O o ❑ U ,I OUT 68.0 j\ SERVICE-/\\DENSITY. PRESERVATION OF EXISTING TOPSOIL IS BENEFICIAL FOR ALL TYPES OF LAWN OR ORNAMENTAL PIPE > °OUT 1.. •I . DEVELOPMENT NO ROCK �, PLANTINGS. o I I. 9©O EM o ❑ D t2"--I 6"PRECAST CONC. --- 1 TO \\\ TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER,MULCH,NON- 1 I O O Elm] O TYP C F'� PROJECT/ 6 VEGETATIVE COVER,AND PERIPHERAL SEDIMENT TRAPPING BARRIERS.THE STABIUZAMCN / ❑ ❑ I 0P- WITHIN \� - \\'MIN. MEASURE(S)SELECTED SHOULD BE APPROPRIATE FOR THE TIME OF YEAR,SITE CONDITIONS, '.FLOW 'BASIN SUMP \A.•,' , / 0[]Do a ❑ THESE \\ ITEM 4 _.//` AND REQUIRED DURATION OF USE. °� , B•ntlN, CONCRETE COVER III. D LAZZ DEVELOPMENT LINES \\%�\/UNDISTURBED,/\j j\j SEE EROSION CONTROL PLAN FOR LOCATIONS. \\\ i 0❑❑ O a ❑ ' INSTALLATION NOTES p \ i 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. -- VILLAGE OF f�YE BI�OOK GEOTExMLE 0 O r sz.o @"CRUSHED STONE - 6"CRUBNED STONE' • ••.�� FILTER /�r WATER SERVICE BEDDING 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1?. FABRIC /VESTCNES T�� CO NY hNasl,51 MA d IAL_`i 1 „ 'N015yURB�MAt1 RA II�t I i"I �€VAT ON SEC ON 3.UPON COMPLETION OF SOIL STOCKPIUNG,EACH PILE SHALL BE SURROUNDED I, I r-- '// L ' -_• ------------------- X WITH EITHER SILT FENCING OR STRAW BALES THEN STABILIZED WITH VEGETATION SECTION SIDE VIEW YPLAN V1EW� REVISED: 1/21/21 Unauthorized alterations Or additions t0 this drawingIS OR COVERED. YARD DRAIN (WOODED INVERT) PRECAST CONCRETE DRYWELL REVISED: 1 25 19 a violation of Section 7209(2)of the New York State SOIL STOCKPILING N T.S. IN.T.S. / / FEB�UAf�Y 2 I 2 O I 8 Education Law. N.T,S. REVISED: 1/17/19 REVISED: 12/11/18 SN�ET 5 OF 5 SHEETS 4"PVC PIPE IMBEDDED IN -PROPOSED I WALL 18"0 6'O.C.TO --- WEIGHT. 1. SEE PLAN FOR ACCOMMODATE FENCE POST. I"CHAMFER FENCE ALONG WALL FAW Fow,unox ENGINEENNG TOP/BOTTOM OF TOP NADTH A ABOVE FINISHED ABOVE FIN GRADE NEW CONCRETE WALL_ .1' 1— (1)m EoDy M WALLWALL DIM=NSIONS M_ 11 1. 1— GRADE6-(TYP.) BIT.WATERPROOFING SEE DETAIL FOR E_ (3)FR- oZ� F.. TH CKNESS AND REINF. • CAPSTONE .GRADE IC WALL ELEVATIONS BELOW 1/2 REQUIREMENTS- ADDED HORIZ.BARS CORNER FINISHED 24" HEIGHT WIDTH • SPACI SPACING OF WALL HORIZ.NOW.TO MATCH SIZE AND GRADE 1 A FINISHED GRADE 6"VINYL 1 PREMOLDED 2� 2m 1. I I 1 /2 6 TOPSOIL AND WATERSTOP FILLER :2 8 SEED OR CRUSHED STONE MORTARED 8'-0" 5'-0" EO1LNROFEjM 21 I'l -30"MIN. E HEEL TOPSOIL STONE FAC M Li DTH(m -.�A(FT-) �WALL CRUSHED -0. 2 MIN. 1 1/2 -0' TIN -ERED TART VERTICAL WALL-T STONE BACKFILL- CHAMFERED S t 6 4' CLEARANCE EXISTING KEY NON-SEALANT 0 EXPOSED JTS REINFORCING HERE H 8'MAX.(SEE CHART) - EkC(HEEL)(M�OR CLEAN ,BACKFILL FOR 1"CHAMFER NOTE:2 x 4 KEY AND \TERRACED ALL EXPOSED JTS. WATERSTOP TO TERMINATE 6" 4'-0" 3'-0"\WALLS BELOW TOP OF WALL uaFn ,maTOE HEEL(-) PLAN 2'-0" 2'-0'COMPACTED HR CLEAN RETAINING WALL FILL 1--TORAT-E X'\ 30-MIN--] _8'MIN TO SLOPE )LICTION/EXPANSION 111M CONSTRUCTION/EXPANSION VR BARS U)�" LOWER GRADE JOINT DETAILS VF BARS RETAINING WALL __'EAEE(_j 21.. HF BARS v ybm= W N.T.S. CORNER DETAIL - "2'-0' 'IT,,,,T r. -A- N.T.S. -4"PERF.PVC _1 CLEAN -DRAIN TO 7 GRANULAR DISCHARGE PARGED BACKFI TO DAYLIGHT- FINISH -(FT) X X 12' W -ZX FOR VARIOUS WALL HEIGHTS (SEE CHART) FER 8 2021 z RETAINING WALL DIMENSIONS NOTES: 1. ACTOR SHALL PROVIDE SAMPLE 4.4! WALL FACE HEIGHT FROM TOP BASE BACK BASE FRONT BASE BASE FORCON ENGINEERS INSPECTION AND APPROVALWALL HEIGHT TOP OF BASE WIDTH THICKNESS LENGTH LENGTH LENGTH 2 CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION (FT) (1.0) 2.0 4.0 LFQ (FT 4"PVC WEEP (FT) (FT) TO PERMIT INSPECnON DURING CONSTRUCTION. 0 HOLES 10'-0"O.C. 12-0 14.0 3.0 8.0 (n 8.0 10.5 1.0 1.5 3-0 2�O 6.0 4.0 7.0 1.0 1 1.0 1 2-5 1.5 N_STONE RETAINING WALL N FRONT BASE N.T.S. 0 Q�AIN�-VqA� Ix REINFORCEMENT BAR SCHEDLIFsoeLATB BARS LEC-ENO f FOR VARIOUS WALL HEIGHTS N.7.S. FG BACK VZ�-� BASE FRONT WALL LTTB BARS HEIGHT HF VF HIR VR LAT13 LTTB LT13B LABB 12.0' #6-12-#4-8- #4-8 #7-6-#4-10 #6 i#66:1 -#6-12-#4-10"#4-10-1#6-8.5-#4-14-#F!4:1 1 2:0-14" _2kv #6-16- 1 #4- T#-12- 4-8 5- -18-#15-116-1#15-16-#3-1R- 3000 PSI "NOMl< 6 X 6" BASE CONCRETE KEY THICK. NOTE:ALTERNATE VR BARS MAY BE CUT AT 1/2 HEIGHT OF WALL 7�7 RETAINING WALL LABS BARS -BASE STRUCTURAL DETAILS N.T.S. \-'9 \-161\ 8 lJ 48" HIGH 0" N 0 ORNAMENTAL I-BW 94\� +13W 91 90 ry PICI lu � T FENCE •-- ------- -------7t- ��i_L--- - --------- --------- - ---------a------------&---------- --------- ----------9 --------- ------ ------------&----------- BW 90.5 BW 90. T T STONE RET A-A)Vk IN p- 37.9 38.0'- ---- ----♦---------- 0 5 10 20 8 0 T. L 93.5 TW 105 BW 94+0- TW----9---5-wO----- 4.0 BW 92.0 SCALE IN FEET LO T\N'1'04� 'M - +11 ::TW 96.8: 4 0-96 PATIO '0 9 191D -PATI -94 -94 102.p 1102.3, 9 ATIO V) - TI 0- =�-98 - W + 6 .6 .3 9 r-�o 95 -94 0 W LEGEND FT. HI G=_� 100 I __,g 6 16.5' EXISTING PROPOSED -- , 9B- TIA.I TW 10 CATCH BASIN 100 ORATIVE -,_-_TW + TW 8 3 105 1+ 48.3 DRAIN MANHOLE Tw FEN-- 97.2 102.4 4 1)2.1 104 R O P S E D 100 R C _3 E D 0 0 SAN.SEWER MANHOLE n' FAMI Y T. I-IIGH 24.0 2 FAMILY V W HYDRANT REINFORCED I '�_Y I E9 H DRAIN INLET Q RE ENC� 0 DECORATIVE RESIDENCE 0 0 0 WATER VALVE CONCRETE FENCE %a HEADWALL 0c 01 RETAIL0 F 11 + SF 112.5 -294- -294- CONTOUR LINE 0 N)1 0, .0 GAR. 102.2 GAR 103.2 F 103.8 FF 103.5 REINFORCED BSMT. 94.5 -------- SIVIT 4.8 (Q N C R EqE-' Z'� D -0 RETAINING RALPH G.MASTROMONACO,P.E.,P.C. /0 C 757 "��W�ALL Consulting Engineers 102 13 Dove Court,Croton-on-Hudson,New York 10520 (914)271-4762 (914)271-2820 Fax of N 9� 04 103 10 100 X X X X X X X X_x X _X -X-X-X-X-X-x x-x ---------_\ REMAINS OF WOODEN POST(r AND PIP �21ETAINING WALL DESIGN 0 106 1 TC_ 6,3TC 106 105.6BC LOT I NOQT job�bb�, _'EET 1 ) I� QIDGE STIZ-_ DEVELOPMENT FOP .,)BC LAZZ DEVELOPMENT 'YE BPOOK VILLAGE OF �2 1DGE ST�-:,)EET k VVESTC�AESTEQ CO. NY Unauthorized alterations or additions to this drawing isT ► JANUARY 25 2021 OViolation of Section 7209(2)of the New York State Ed Lication Low. I v J SI-lEET I OF I SHEETS FRAMENO 267 1 tS 15 Z- - • 5�rQ S''`}f L �' Trees&Evergreens Qty.Sym.Botanleal Name Common Name size t �, 13 AR 4eer rubrum Red Maple 2 21/2"cal. 48" HIGH ��a , t � � � ♦ VIA � 'lq � �\ 3 AC 4medanchlercanadensis Shadbiow 5-6'ht ORNAMENTAL ADC d t t �►'+ \ �- 4 IIN Betnia mgra . River Birch s 10'ht. r y 6 CC Cercis canadensis Eastern Redbud w. 61•7'ht. FENCE ON Y•t �1 5 1JAPICea LF Cornusl6orida Flowering Dogwood 3"caRperWALL } t abies Norway Spruce 6'-7'ht ( Thuja plicta'Green Giant' Green Giant Arbovitae T-g'ht Thvla occidentaiisSmara d' Emerald Gren arbovitae} {t�$M ,[� sJ I � Tsugacanadensis Hemlock 67'ht Shrubs r "p co ♦ Qty.Sym.Botanical Name Common Name Size Ic ♦ 5 -:A Ciethra anitolia Sweet Pepperbush 3 gallon TEST A t Tj \ 10 S Corms sencea"baileys Red Twig Dogwood 3 gallon (!1 F ` V -i-1 7 NM Hydgrangea x All Summer Beauty" All Summer Beauty Hydrangea 3 gallon 2 14P Hyd rangea panicullats Tree Hydrangea 7 gallon gallon { t J�fL ♦ �\ 2R IG Rex glabra Inkber 5 g T)7p k %7 {� r� ♦ 6 IT I_tea virginica'Henry Garnet' Henry Garnet 5weetspirer 3 gallon L N \ L6 DI-��+ Ll U� 6 I[Junlperus chinensis procumbens nano Rock Garden Juniper 3 gallon t3 14 LF Leucothea x Rainbow. "Rainbow Leucotea 3 gallon ~` �UT OP.� (5)?A � r ``h Y +� ` 6"•PGC Picea gluaca conics Dwart Alberta Spruce 54'•60"ht. �5�GrP i 9 PI Pierisjaponica. Andromeda 3gallon I j r C } (j� (1}1! 6: •RIP jRhodadendronx PJM PJM Rhododendron 3 gallon 1 }� 1 RH,Rase x Knockout Knock Out Rose- 3 gallon + b SM;Spires x Magic Carpet Magic Carpet Spires 3 gallon yt t t r -- 3 ,.`1C VacciniumcDrymbDsum Highbushgiueberry 3 gallon i 7O t N � ` � `.� t t F 37 V6 Viburnum dentatum. Arrawwood Viburnum 3.gallon t V. rY ! 1�:Perennials nL t f 1` Qty.Sym,Botanical Name Common Name Sire ^}— g)At ` \ 20 AH Astilbe x hybrid Astilbe 1 gallon 14 1!H:Hemerocallis x Happy Return Happy Returns Daylilies 1 gallon f ((F'l + ` \ 11 -V:,uriope xvarigata Largigated Lirlope i gallon \ J ., \ 4 FER'Perovskiaatrl Ilcifoiia Russian Sage, lgallon t J ! fi f2)�Jy SO IlU Rudbekia x hybrid ` B1ac Eyed Susan i gallon, r,E R TI CAL f a•` �' `` 3 VC F-1 IV T REMAINS OF WOODEN POS A e .. G RN ENT,�L AND PIPE k r '. 9 4�. _ �' �,� 'FEN E ON AL RAILING { ], I J \ \ FENCING OS w`�``. \ t d' 0 V f �� \ k { `L• CAl \ + ' W EEL CR�u + cs3Al� b, TOP \ rs'l�M (TYP.) 7°4•s Te UP k \ (3�5M ', . �\\ ♦ ram, crr� .. �O \ DGE UTC OP RIMH 105.3 UP V 97.1 f i tl,' F r S 19 Lp T \ Il.0( NlFOfi tJE��D � `\,, � ., + ?•tom r � �. r r * `e WM Mox \\ 70�c 7T r (�QF_ � 6� k ate• a a � � �'\ BGv '� � = � k \ � �. pI,.,,�NTING PLA N aQ \HYp UP `� .i�� " T Q 259 NORTH RIDGE STREET 0 ,RYE BROOK,NEw YoR�c �\ t �b7ftz APRIL 8,201 iziLYl9t;rn lrt�ts,�t4� `\ \ IV SCALE:i.=1.0' U' �o) OV-SIGNED Hlf WEStCHESrER COUNTY PLANNING DEPARTMENT 8 M I{ i .. . � : .,-�.I-.i,,.I,�.I I....II.�I-I:1... 1�:��,,1 3.1"-.1.I.1��r I.,.1 I.I.1,�'-�.--,:..:I��.......�I...I t...I,I..,..��,.:,I1,.1,I�.. .�,.�1.1,.-.�..�.�,.I-..�:..I.I..�-..�-I,�I:.I:;�..,II.�,I ,,.,,.�*I.-�,!'I..:I,..I..e-....I.1-...I,.1,1�',...�-...�[%'��,I..:",�,1 I�..".�1..i-.I-I�I�.I. I'1..,.��>,,��.I,I;,1 I.1�...��I.-1 I a I.:,.. "1-...�.I!,.,-::I:.;�:,,I,.��.(,,,�".t�I�,.I II.-.I,,4.-�,.-,.,Z.��.I/I�I o:..�'.....,1 1...III.�.�.II.,I;.:1.:I I)I'..II.,..I.I,,r.1�..,,.�..:I ,�..:?.1,..:.,.'I*..�,I,I�,.I.....��.��..1.....:I.I1,I 1.:I.��.�I,I,....II...I\....1..I(.,.,�;. �..�I..�..1.-..-:�II...1-..��\I�. �.�,...�.:...,I.,I I.I., 1 I"'`', `y \) 259 North Ridge Street Tree Inventory&Replacement Chart i N;��d11 ( // 'It{" '/ �,�"1:.�II,;.�..,.\,.".`:.�-... .�-.�.....,�1-'.--'�,��.�..,.,.I,"I:�..,./I,7 I.,-�,,.'I.11:-(,.,."..II.�l*,-..-,I,,,.-,,...:-":.----..I%..�-�b��I�.-.. G:Good,F:Fair,P:Poor,D:Dead,C:Cavity,UB:Crown I ��N'' �� , �` !�/ ,-:�,�I r....'4 r:I..:-..�I 1 I,I�I .,,�'��1'�.l:r....�,:..-*:I..�..-�—.�.'..�I�.:�:-.II.�..:.�I.'.,?Z�%..I,_:,.-:'�.:.----1 I I,�.�.,..:.I,'-..,,,...�"'1!.,�I .III/�I,I'1.L-1:.-.*.�2.I:,.�..r�.�%�,..I:,-"-:�1..,-:,'I. :.�.:...-.....-..,1.I-.,,I.�,..-,' ,-I,:..�*;.':\"...:�1.fI.:,'.�.�`,.'...,.-..�,......I�.;,...;*.,.w�.�*'I.,---II.�-I.�...,�.,--�*,�..:1..�--..., ,,-II:,1�.:.1::''.,.,..,—',.��...rI--(��.�:�I*-.I,i�,,., :��,-.1..,�":L.1,'.-.:;-/..,..I��,-1.:,..I��I*:,�.,.I,,,:,��..,,.,�-.,'.,--.� . Tree replacement represents number of 2"•21/2"tree I. ;' 4 . I } `a.; /r3' . I Of.•. r I/ ��1-., I' i 10/31/2016 Tree Replacement l�Cl ,.�. /��/ Yf1"LITR \� ti t� '`I Tree tag Species Diameter Condition Status Requirements �P t t, iyl'"' 1 U"LITR I. 1 Black Cherry 101, P,uprooting REMOVE 1 �{ ,. 5 R) ". ? F R C1 /�� iC�o �12 TT.4,24"METAL �. 11,. 2 Norway Maple 10" EMOVE 1 .'.'� . .' _ -,. - �� N%-D ° (P 1 CULVERT C .... _._...-._,__,_. -,.�." 3 Walnut 12" F REMOVE 1 "L \'N 14"TI f t .,_... ,_,._ a 4 Maple 181. P,UB REMOVE 1 , .� I,, +-r 1G'U7R 16 U7f2j_ (r D '- 5 Walnut 12' F REMOVE 1 r.,1'1.. N ..:�...-. �1. RAI PE +f \,r;"' ...ram 6 Black Cherry 12' F REMOVE 1 _' �x l-,' .; 1 7 Walnut 28" G REMOVE 1 If fF ,NNr'�/*• J\ / t L) 8 Maple 12" G REMOVE i 1C / s. 1 I . a I0'UTR \, ,A .- � \ 14 UTR I I. 9 Oak 14" F REMOVE 1 f �ti� + i \ fl 0 •I / 1 10 Hickory 16" G REMOVE 1 �� , I \ ? I' 1. ;01 UTf, G� / _4'UTR r;" I m 14"LITF 1. 11 Elm 18" G REMOVE 1 Q %• 12 Black Cherry 18" F REMOVE 1 \� t,i �'X/l ..F1�t C!18'LITR \ �., e r. 13 Black Cherry 12" F REMOVE 1 `�� . . ',: x`l`1 x/x °12`LITR \1. 14"U7R r'f, . 14 Black Cherry 18" F REMOVE i ce` C�''UTF :,\ 0 1 :., , 15 Maple 14" G REMOVE 1 . &`,, �\\, ,I. O 8� \ o 016'U7R 0'18".IJTP 1 ('� . �J c� Q 1 L UTR 16 BlackCherr 22" F Remain G \ Y VN� N��f 1, \ 91 G"07R 17 Maple 10" F Remain r ,m 14'UTR: a iT.,UTR .1 p 5, �` did ) i�\i k o r}rt O'I:�"IJTR 18 Hickory 10 F Remain �V �� ;' FG� 1C^UTE} . 19 Black Cherry 20" P Remain N t 20 Maple 14 F Remain .1. r'.,,, ,i \h ,,:. 11, SK00 .. -/ , `O ,. ; I i ( •. C;} . • ': I I - 0 18"UTR 21 Hickory 14 F Remain 1 .�, �N: 1�UTP, ,• 22 Oak 16" G REMOVE 1 �'' 2('1 t�� C:"LTR i m 12_TF I. .I,I�.;,I;�,-,I�,�.�-�1�.,.:�...,(:..1�;,.�.�...1.,I�1,.I�.I"I.1.-,I....�;,I7..�.-.1 I.,I..,�I,1�..�...,.-�,(.1�....:.);.1,..f-,-�..;V..��:-, C 23 Maple 16" G REMOVE 1 ;/. ' ,: 14'UTFf _. i O16 U7F ,I'. 7,. (}i .. . .. ITP, ,I.r I�:�.:..-....1'-.,....'..�. �:�...�.�:%,,-�,....�,(.:.-I 1...,:1.I:'1.I.'...I5.,..,�I..I*':.I�,7I..:.II I�,.I-�.,!1-':..,.a--,1..,I.I:�,...,-."�.:..��.,-:,,.I...:,,-).I-.1,".I.IP.z�.,.,...-.:,-�I.I,. 1...�1-:.i-I�ZI-...l.1.,I�I�,�...i UTP, ll 012 ITR �}; > 24 Maple 18" G' REMOVE 1 r 1, i g 21 •� I' 2(''UTR , /�' oo , . 25 Ash ]0"' D REMOVE o TORY FRAME ; ,,'j;' r" �.. - 4s!i N0. i i/. //, p 14 UTR,,,, ';,. • , �{ 1.1 !! 74 `\', ,, tI.,', 26 Walnut 28 F REMOVE 2 2�7/ , /// , - p .. 1 - �', , , i"UTR } / lls .UTF; , r' Oak 101. F REMOVE 1 / /i /;j, 1C IJTR ? } 27 ./ I, /r . , 28 Ash 28" P REMOVE 1 %' . -irfririIf�ril�rir q ;' ;:. ). � 10"LI �J I� I i. )• ��! 0_ UTR TP, 10" Elm 26" PUB REMOVE 1 '/%, ° 1G"UTFt L 1 i , f r' ..:q,,.,.�.:...�.1I�...I�..�-.Is�`�:I..I.I,I�."..IA�.I.�." .*�.l..l,!.l I,.-.I�.I.5�"-.I.. :..�I..I.I,.,..,�I.I.:.":.-1..1... Maple 12 F REMOVE 1 21 LTR 17 30 p . I :0<("UTR - `\ �11 ffl-y-1��-119,—I01.1 11,U�.J,x,I I::.,I,I.--..�.-I:�-.,I.,�I..--...//-/..� .1�.—-I-.;I-I I�I:/,�..�.�I N 6.:�::..II�,��I,".II:.,.I��.I II.�1I..�%4�.-I.�x..-I,',V..-"�..'.,I�I I:. .-I I:.,I..-.-..-'.I—-.I;.--v.-..I I:/.II.�:,...A.�I 11 I 1,0,)I-..I.V.".I I.��I,.I. '�-1 I,..Z.1.�.-."-!-.I�*I�I.,.oI�',-.-..-�l.I..:i I�.I"I i._.`�.t..�I.1::.I,..:.. :-I�-�I-'I,,-.I ..I 1-.I....;"!I I.,.7.��:.I'.I4 I.I�:I..*:�.j.-1k.,.�I:,-...1.I I..,.".I 1I'!.,�.I"�I,.,�I�,.I.II,.�.I.T..� ....1..,..I-...I I�.!,'..�I,I.....,I*I...,...,.,.,.:'.-...-�,'...I�1:4 31 Ash 14" D REMOVE 0 l,. 1 r .�. . 32 Black Cherry 101, P REMOVE 1 r"V� )_,., t,;, .:C?-10'DUA ,'� T 22" G REMOVE 1 ( N r 71 � ` 1'LTR 33 ulip 1�1 S h1 ) 1 10 LITR 7� , 34 Elm 10 P REMOVE 1 14'�LIT't' r•i"UTF 2'IJTR 32"TLP , r 2' I I * �� 0 0 \. 0'20 UTF. 35 Oak 12" F REMOVE 1 �.,,i'..": I� R" . :0 O 1' O 1 UTFt. I 36 Maple 16" G REMOVE 1 R"'I 16"UTR p5::'TLP. P JTF, ^L ., :. _ .� -,:V.*I r,...i,.--::I ITF; .' \ �i Ill I 7� , 1 ! \\ i f �1..�.:I.,.1 I.!"�..1".I\I�.,..-I'I...�1 I�l'"...�I.II 1-..II:.7.i I.,./��I..-..�-.�1 I,,�.I.�:1 ., � II I.\. _..r, , .1 .\ ..,: .. , ii . $ 12_7F, Replacement I4J, t - p 18'UT , d 1 u'U7R W.O .O D. ` A: q71 �R. f', c N.I.a .'. S .Tree to Species Diameter Condition Status Re uirements I 1 . I ITF q B,JTR 7 J 2� o•c ,i. 30 UTR' \\ 37 Black Cherr 10 P u rootin REMOVE 1 I, I", 1 G"lviAP "'.. 'r, ,` l' Y P $ 38 Cherr 10 P REMOVE 1 I'I,, v ( 3 r-" 20 e• I' 1_UTR _�,' 39 Ash 28 6 REMOVE 2 E ON } I _ i;' }} �7ll ( .. O m 14'UTR' LDER''. �.� 1-.' r ) t f I 40 Maple 10 F REMOVE i Ili •,..., / m 14"UTF 'u L ; )UND:: � r.. i ,t , / t t 41 Maple 16 P uprooted R M V 1 .i .,.,. ., _,,,.k-- s ,,... , 1 B'";'. , ..` I: P P E 0 E . . f NE I t / I <� ;!.,' ( .:, 18'UTR 1 1 `i ," •i 42 Tuli is P Remain "• r. �`i. I' UTFt I (�4 L7k d. y::'...I C GA . I r 43 Maple 12 P Remain (,. ( I..;: o . , ( r:. 1 61. t 1 LITR. r T ( ,?. ' '1�ETLAND.. �r 44 uhp 40 G Remain (. 1 UTi... - , ..: ,: (1 V .$ t VI + ,.l R BBONED LIN .. 45 Tuli 18 F Remain ('. ,, b, I,J ,... s (( . P 1 j I 5� .. J 1 4 i 5 i 1 I R• !t (� U J 1 t t f t �S' ( . 46 Oak 20" G Remain '" � y r ._TFt 1 7" - l �� l 47 Ash 18 F REMOVE 1 1p^1175 ".. f 1 UTF { ., c UAK r 0 , _r,._ 48 Ash 14" F Remain I t r., 1 U1Ft� i„ r - 1 .: :, 1, 31 G"UTR f" 49 Unknown 18 D REMOVE 0 i .� T, l �, k 1 1 t' 4 -i .rr 1. Rv r._ to >uTR i:, 50 Maple 12 F REMOVE 1 ,. . t, ., . $3 i• r f t 14 CI k S R� M c S1 Elm 12" P REMOVE 1 i - r 1. q I y3 nc. ? I`. i �:'_ LTR I.52 Maple 14 F REMOVE i ( �, 1117 ti I f P f r. 1,� R 1 r . .... 53 Cherry 10 D REMOVE 0 O,. 1 '.:: 1 ,J' S ..: 9rIt7Vv E1 ` 1 ,:-I t' I ly, ;. 54 Maple 10 D REMOVE 0 l, V S _UTF :, i! ;•:, r 1VC 55 Maple 10' P REMOVE 1 14 UT" 7 . e }.. P D 0 2'U(F hM 1C'IT _ pr� , 56 Cherry 12 F REMOVE 1 70 F , ' � � t r fti { ......, ( � Ali 3 l .f, r., i �'. q C1 f 4'LITR; ;: V., ' 57 Cherry 10 P REMOVE 1 %` 1U TR ..•N,� 3I , ('. (010 _ UTFt: ° F 1• . Q LIP E" UTR. ,1tl.1 R: " _ . Ss Maple 14 F REMOVE 1 ;.,..,:... C k I ....�•:. I t"UTR r..`. P 1. r''.' t , :f l: 59 Maple 12 F REMOVE i k � . r r ,,- 1 f; . + 60 Maple 10. P REMOVE 0 ;,.1, ,a r "1 8 JTR. F. 60A Maple 22 F REMOVE 1 : P --- t . . day / l. �., ` 1 61 Maple 10 F REMOVE 0 '., /. - UTR )i 1 1 62 Oak 18 F REMOVE 1 , / / O,J. 1''l i Ft 'r. l:�'UTF t { Inu 0" F R V 2 `J t`' I -`�. 6 Wa t 3 EMO E I. J 3 j' 1 A ( -. 3 U { 2' 64 Walnut 36 F Remain 2 I 5 / l` U C'\ f , "\ .l. , 65 Walnut 28 F Remain 2 , r. . „ a4` :, 2G?UTR G'L17R' _ ," 66 Walnut 22 F Remain 1 We m 80 - t •�, OJ k t f k''•' 67 Spruce 1Y. D,uprooted Remain 0 0 � - I 2`l 5`1 Q k,. ( x ,l'..4 S E".UTF 68 Beech' 16" D Remain 0 .,, „�. •' r,. 'C"1J7R ��..- r' ( ti,. 69 Ash 16" F Remain b c•, ( ,, 3 I', �- o. I ' �. ,3e;. '.. - 70 Maple 20 P Remain °8 x eB `� .,I t�Q,. 1; INTSTALL FENCE LINE x 0 0 \, - 1. k Z'.L' `' 4- \`•', 71 Maple 26 F Remain BMIN FROM EX.TREES �,, ( \ / _ :\� ',^ ,I f SIUN C'CLEARFNC .:,:_, `!.,, : .,.. .:. -_L "S 72 Maple 12 F Remain show ENDE i'�r P FASTENED TO POSTS .•: „_.ti, .. .....••, 1 �'"1 . Al �. I r ,.Rl 73 Maple 12' F Remain q / p EX , �r Qr,k G'TT ♦ W/ sty t c_59-G{�7C I � ��. ,,��0. /`. 74 Ash 12" F Remain cRAn€ 1 `o:Y Ir 2?'LITR (�0 I` n 75 Tuli 20" F Remain 11;w �0i70 x O' -7a . ' �c".�1, P rxa nx+B€RPosTs p w, F7V p 14 UTR• \ I ~, :.-.r RY qw1 OR STEEL FENCE POSTS�"' ELEVATION !`,, 1, - 1' ., ,,,.•.�� . I A -I.-I..i�.I,..�I.I Y,IIII I...,�;..-.:.��I ,--I F�I,,..-I�.�I.".I.,-.�1'-.-.�-.Ii..1.."�:--�.:1 I.�',-: ,:',�.1��:..�-,',. D LP (0D � 1- Q Replacement a ,.I.:, �'r:". smH yCl\O 1!%' ` �4I�, Tree tag Species Diameter Condition Status Requirements 0 ! ` ,:��, k 1 \ �? 76 Tulip 32" P Remain i �.. >:,,, \�` :. / :,�K�`\ O 77 Tulip 32" F Remain Ex.TREES—) I FREE SPACE TO *, '4 uT 78 Tulip 32" F Remain r'' :, /r x- u .. ////•--,,, BE KEPT CLEM �� / \�0 OF STOCKPILING 79 Walnut 14" F Remain (/f`�//1 TE„PDRagYSNDw I` TREE PRESERVATION PLAIN 80 Maple 14" P Remain FENC€BOUNDARY 81 Maple 12" F Remain POST(TYP.) ' tII�I;-":"I.I I.);'I-I�I.t�,1:1�,.,.)�.:II.-..1.'..I..�.:);..I..,I I I....-1-�..I:t r,I'�.�I.I-.(.III 4 I I..-I.-,.I I,,.��.I I:II....I1��,.:.�I.�I..,;I*.I.,I-..,:":��-II.,I:�..I II1�.(.*..,',,Ir.I,I�,,1��.1 I.�.�..:...:,.0t-..;I(1.......,...'.I..�I...:.�.I_:1 I:*.-.--:.I-.�.,, �OPP E AR 82 Magnolia 10" P Remain e..b- NDTE. ,o'�oNlo"fr�T� 259 NORTH RIDGE STREET 83 [Maple 16' P Remain MIN REE PROTECTION FENCE SHALL Q�y �1 P PLAN BE INSTALLED PRIOR TO ANY WORK J T -0� 53 IN THE AREABREMAINUNTILALL RYE BROOK,NEW YORK _ WORK Is COMPLETED, SEE PLANS FOR LOCATIONS, * * Trees in Right of Way TREE PROTECTION JANUARY 29,2019 A unknown 14" F REMOVE NTs dpgr OF Nb,�bQE B unknown 121, F REMOVE FOF NO NOT TO SCALE C unknown 101, F I REMOVE -L,i DESIGNED BY:WESTCHESTER COUNTY PLANNING DEPARTMENT . E GLES wv ay.o ---'n%v,4s \",cRT sz. \`--\ ss m � -,*;il- gLUF -`_--' =`- \';, •1"RIVER s I,1• I f `\tip\ ►.•�s a f� •S�'—�-L r+i �,\\'`\\\`: , •'l,1•!��! • f it•e /,A/r y \\\ w p\\ 33 «�e�. r,f�l;e J t+.•• ,I RI OwL .C\ -•rl,' Ire r ssrl} i`+ ,R:'P I t�f, No' \i`lP`- v\\ M".4 y\ PAP Mp G 2 oP�\e\ r\ I15� F1�Eo 50 OF VICINITY MAP 0� 1 \ a I��NN LL ��Sc�:w 526 A9° i• r--- � 2 0� RSVP \\\\\s>o\ p5 MP EwsT`,\\\O`r, �r/o �� O LPN G� 24'METAL ' Z ^ r REN CULVERT IlJ N S LO DRAIN PIPE „N an INV=48.7 61 MEgDoWLA 4 NI wA<- may\ . \ ( r 0 15 30 60 • . Z SCALE IN FEET _ o �PNpS P 0 ° E STO E ALC_ ` F 31 0 `\ FENCING 1 '\ s�2\\ `z O ONE STORY FRAME Bo SRW.7g 5Qw 1 S S6 (3)AC VV TLAND \\ \a n N0.26] 2 5 3• ,i'� 1 MAI TENANCE ° i s >e Ills e s p? ' Aq AREA l2� G1 GRNAM AL FENCE ON 6 /'/, `2�•\ cop �O 8 6 h \\ WALL RI e D E E 5 ° \ 50696 S.F. o \ ° ' Top q o R m1.16a o a R o A A C. Opll po / ..-� ST AR i Y8p 'R STU BA E \S• (� O,r oW eW ss o �Q (5)C i.o S A h6i o W 0 0 D L A N D S 73 s z r / () 3 C o 0 ;m pd 50 0"q ' — (3)CC q 1 UP STOP, � YD m tT T 3 N X1 DISTURBA C a"vc Pr (3)BN ASPHALT PAVEMENT aN #�I 6 RF o F F Y q o• c • �6 DIS RBA CE 1 x"xc� 70 i R N T 48"HIG RN E L N� � •�' � £. / rtrvcHc� \ + G 777 `C\ 96 w 2 FENCE ON ALL f /� (1)CC IT L E CA /- — r oG9a 0�s �oo� (J J ? TF TOTAL OT 3 0 D0.IST3 AAIN CRES SFW' mV 96.7 \ D °2 i s q sqo 3)CF 1 s s (5)VD i jFr I�r/11 zrxnto AppR AN3e\ / q .j0 QGE UTC OP ERiICAL 4 1 1`\ a°Pvc PI ; so L.\ 6"I YWEL 0 sMH 0 �G 2RC s ro L . '' (1)BH \ I w I TT �PNDS n Rim\ ..UP ID5.31, RF Fq aSFO , ..\ 1 � I, 1 Np/F ApL�R r ! .., \ O \ Fro szyT .o•1 e 751 0 Rn:AL (5)CS 72 r J a° PIPE 7 l I ROPC D ° c \ � 4 - � HOUS ` O 2 FF 9.0 f.�w\\ s•\ m '� oa�° \ 9z6rfRRq s3 J �w ® )CF 11 6F 0.5 I •�, `„� \OLI� .\ RFM�\ _.. .2. 0=�`4e \\. 933 \ z �% )CA .� I GARAGE '\ ,, o _ z RALPH G.MASTROMONACO,P.E-,P.C. (1)CC I try/ ®'I v 76.2 o\ ° ro A Consulting Engineers 3)BN ( J o u 13 Dove Court,Croton-on-Hudson,New York 10520 \ RM M"9 ea"or rye` `9 2 �RFRr N(1)BN } r\ W A r \ Rq GqR 1 \ p 7 r (914)271-4762 (914)271-2820 Fax �N F ski AG 20.7, s"1 9 5.9,j, °RASAH o z.cFro sT N oR s k\ nT °' \ t yol 0 Fw P \Y THE T BE R DAI THIS 3)CF (5)A ` (5)VD+ III o N C " \ EXISTING PROPOSED �e„� `WA 'SR'6LWAY SPILLWAY t.SMH El © CATCH BASIN \ 1 I 31 E Ov 0 ER G-WINEL=83.6 EL=76. 159.I1� e Q U S AR INIV 82.6 DRAIN MANHOLE \ GUAO E REMAINS'\F WOODEN PCs1 0 0 SAN.SEWER MANHOLE 'd V HYDRANT WETLAND MITIGATION PLANT LIST s aEW k A oT ® 8 DRAIN INLET Trees&Ever reens ® 0 WATER VALVE Qty.Sym.Botanical Name Common Name Size NOR f�ID E ——_— _wv A?PRGx.wgtE�e A K ro a „� °Rr� _ _ —WETLAND MITIGATION PLAN M V HEADWALL 6 AC Amerlanchier canadensis Shadblow 3'-4'htC�Re� =— — __ _ — __ �—e NCRETE`_:_.�-0- _ M 84.0 —294— —2sa-- CONTOUR LINE 9 BN Betula nigra River Birch 6'7'ht. °laa x -- _ "� "M]6.5 paxo uRac l 1 C EO tI£v-iWo RMpJ xV-86.0 _ ____ ___^ 1B_CONC____ __-820_xJ'0_ —. - £Nv \\..11 O ----- N f�TN �IDG� STD T 8 CC Cercis canadensis Eastern Redbud 10 " R 8667 CF Cornusforida Flowering Dogwood 1"cal DEVELOPMENT O K r'") ab 1- Shrubs LAZZ DEVELOPMENT Qty.Sym.Botanical Name Common Name Size SITE BASE MAPPING BY: 30 CA Clethraanifolia Sweet Pepperbush 3gallono' VILLAGE OF AYE BOOK LINK LAND SURVEYORS,PC 35 CS Cornussericea Red Dogwood 3gallon . .,a...` .XQ 21 CLARK PLACE SUITE 1B r MAHOPAC,NY 10541 20 VD Viburnumdentatum ArrowwoodVtburnum 3gallon. ��JTOI-I�JcT�� CO. NY Unauthorized alterations or additions to this drawing is REVISED: 2/28/19 NOTE:Non•Nat)ve,tnvasive vegetation shall be removed within theweta(ndandwetlandbuffer. �j REVISED: 2/28/19 API1L 1 O, 2018 a violation of Section 7209(2)of the New York State REVISED: 1/17/19 Education Law. All work shall be performed utilizing hand tools and manual labor.No heavy equipment shall be used. REVISED: 12/11/18 REVISED: 9 27 18 CHART SHEET �F I SHEETS ITS u U W h S U W = SYMBOL KEY/LEGEND GENERAL PROJECT INFORMATION SHORING AND BRACING GENERAL NOTES a (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN,THE FOLLOWING NOTES SHALL APPLY) (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN,THE FOLLOWING NOTES SHALL APPLY) U¢s Z NEW COLUMN GRID LINE SECTION NUMBER ¢ 1. "LOADS"INDICATED IN THE DESIGN LOAD CRITERIA TABLE ARE THOSE USED IN DESIGN OF 1. CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS AND CALCULATIONS FOR SHORING AND o THE BUILDING SUPERSTRUCTURE. BRACING SYSTEM AND OTHER DATA,AS REQUIRED,PREPARED AND SEALED BY A =f6 z SECTION SHEET LOCATION REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK.SUBMIT o W 2. DESIGN LOADS AND CRITERIA USED IN THE DESIGN OF SPECIALTY STRUCTURAL SYSTEMS of (i.e.CURTAINWALL,FIRESTAIRS,COLD-FORMED METAL FRAMING,ARCHITECTURAL PRECAST TO ARCHITECT ONE WEEK PRIOR TO THE START OF WORK. w CONCRETE,METAL PANELS,ETC.)ARE TO BE DETERMINED BY A THIRD PARTY ENGINEER 2. SHORING AND BRACING SHALL COMPLY WITH THE LOCAL BUILDING CODE AND ABBREVIATIONS CONTRACTED BY THE SPECIALTY STRUCTURAL SYSTEM MANUFACTURER IN ACCORDANCE WITH ORDINANCES OF THE LOCAL GOVERNING AUTHORITIES, �U q N CODE REQUIREMENTS OF THE GOVERNING JURISDICTION. THE SPECIALTY STRUCTURAL 3, INSPECTION FOR STRUCTURAL STABILITY SHALL BE PROVIDED BY AN APPROVED LICENSED 06 3 ADJ. ADJUSTMENT H.P. HIGH POINT ENGINEER IS RESPONSIBLE FOR ALL CONNECTIONS OF THESE SYSTEMS TO THE ENGINEER EMPLOYED BY THE CONTRACTOR,AS REQUIRED BY LOCAL GOVERNING a a _ ALT. ALTERNATIVE HOR./HORIZ.HORIZONTAL SUPERSTRUCTURE,INCLUDING,BUT NOT LIMITED TO,ENGINEERING,DETAILING,AND AUTHORITIES. W ATTACH. ATTACHMENT H.S.B. HIGH STRENGTH BOLT INSTALLATION. IF ALTERATION TO THE SUPERSTRUCTURE IS REQUIRED AS DETERMINED BY Q-co 0 4. SUBMIT WEEKLY FIELD OBSERVATION REPORTS TO ARCHITECT DURING THE DURATION OF BOTT. BOTTOM IN. INCHES THE E,O,R.TO REINFORCE FOR HIGH CONCENTRATED FORCES APPLIED BY THE SPECIALTY THE SHORING OPERATION. _N a :2 BLDG. BUILDING JT. JOINT SYSTEM CONNECTION,THE REINFORCEMENT AND COST SHALL BE BORNE BY THE SPECIALTY 5, BENCHMARKS ARE TO BE ESTABLISHED BEFORE EXCAVATIONS AND RE-SURVEYED WEEKLY �> BM. BEAM LBS; POUNDS SUBCONTRACTOR AND SHALL BE CONSIDERED A PART OF THE SPECIALTY CONNECTION. BY A LICENSED LAND SURVEYOR EMPLOYED BY THE CONTRACTOR. N�m Ld CANT. CANTILEVER LLH;L.L.H. LONG LEG HORIZONTAL 3. ALL DETAILS MARKED"TYPICAL"IN THE SET OF STRUCTURAL DRAWINGS SHALL BE APPLIED (n Y 6. BRACING SHALL BE LOCATED TO CLEAR NEW CONSTRUCTION AND OTHER PERMANENT F CENTERLINE LLV;L.L.V. LONG LEG VERTICAL THROUGHOUT THE PROJECT AS REQUIRED TO SATISFY THE REQUIREMENTS OF THE WORK. CLR. CLEAR L.P. LOW POINT CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COORDINATE REQUIREMENTS FOR . QUANTITY AND LOCATION WHERE THE"TYPICAL"DETAILS APPLY, 7. MAINTAIN SHORING AND BRACING UNTIL STRUCTURAL ELEMENTS ARE RE-BRACED BY a. CA;C.A. COLUMN ABOVE LOC(S) LOCATIONS) OTHER BRACING OR UNTIL PERMANENT CONSTRUCTION IS IN PLACE. W CB;C,B, COLUMN BELOW MAX. MAXIMUM 4. FAILURE ON THE PART OF THE CONTRACTOR TO REVIEW THE STRUCTURAL DRAWINGS OR _ COL COLUMN MID. MIDDLE THE DRAWINGS OF OTHER DISCIPLINES(i.e,ARCHITECTURAL,CIVIL,M.E.P.,ETC.)TOGETHER 2 z CONC. CONCRETE MIN, MINIMUM WITH THE FULL EXTENT OF THE PROJECT SPECIFICATIONS DOES NOT RELIEVE THEM OF THE ¢co } RESPONSIBILITY TO FURNISH AND INSTALL ITEMS THAT ARE PART OF THEIR WORK AS CONN. CONNECTION N0. NUMBER a CONT. CONTINUOUS NTS NOT TO SCALE INDICATED BY THE DRAWINGS AND SPECIFICATIONS OF OTHER TRADES. ALL STRUCTURAL DIA. DIAMETER OC. ON-CENTER TRADE CONTRACTORS AND SUBCONTRACTORS ARE PROHIBITED FROM EXCLUDING STRUCTURAL . W WORK FROM THEIR CONTRACT NOT SHOWN IN THE STRUCTURAL DRAWINGS. �P�o DWG. DRAWING ItPLATE �5 tiv»as�'S, EA. EACH PSF POUNDS PER SQUARE FOOT SITE PREPARATION GENERAL NOTES E.F. EACH FACE PSI POUNDS PER SQUARE INCH (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN,THE FOLLOWING NOTES SHALL APPLY) EL;ELEV, ELEVATION R.A. ROOF DRAIN E.O.D. EDGE OF DECK REINF. REINFORCING 1, THE SURFACE OF THE EXPOSED SUB-GRADE SHALL BE INSPECTED BY PROBING OR 9T 039 65 Q� o TESTING TO CHECK FOR POCKETS OF SOFT OF UNSUITABLE MATERIAL.EXCAVATE F t E.O.S. EDGE OF SLAB REQ'D REQUIRED N`N EQ. EQUAL/EQUALLY S.C, SLIP CONNECTION UNSUITABLE SOIL AS DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER AND/OR CAST-IN-PLACE CONCRETE GENERAL NOTES - -_-- TESTING AGENCY. UNLESS OTHERWISE NOTED OR SHOWN ON PLAN,THE FOLLOWING NOTES SHALL APPLY E.W. EACH WAY S.O.G. SLAB-ON-GRADE ( ) cv EXP. EXPANSION SPL. SPLICE 2. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL.PLACE IN 12 INCH 1. CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE AMERICAN CONCRETErq E.J. EXPANSION JOINT SP. SPACING MAXIMUM LOOSE LIFTS AND COMPACT TO A MINIMUM OF 95%OF THE MAXIMUM DRY INSTITUTE ACI 318(LATEST EDITION). DENSITY IN ACCORDANCE WITH ASTM D-1557. a EXT. EXTENSION SQ. SQUARE 2. UNLESS OTHERWISE INDICATED ON DRAWINGS,CAST-IN-PLACE CONCRETE SHALL DEVELOP J 3. ALL CONTROLLED FILL MATERIAL SHALL BE A SELECT GRANULAR MATERIAL.FREE FROM ° FIN. FINISH SYM. SYMMETRY A STRENGTH OF 3,000 PSI FOR FOUNDATION WALLS AND BASEMENT RETAINING WALLS; o Z ALL ORGANICS OR OTHERWISE DELETERIOUS MATERIAL WITH NOT MORE THAN 20%BYOf F FT. FOOT/FEET T&B TOP AND BOTTOM 4,000 PSI FOR CAST-IN-PLACE CONCRETE FOOTINGS, a N o WEIGHT PASSING A NO.200 SIEVE(CLASSIFIED AS SC,SM,SP OR BETTER IN 8 W FTG. FOOTING THK. THICKNESS ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM)AND WITH A PLASTICITY 3. REINFORCEMENT SHALL BE DEFORMED BARS ASTM DESIGNATION A-615,GRADE 60. Q H HANGER T.O.J. TOP OF JOIST INDEX NOT EXCEEDING 6%. 4. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST A.C.I. T.O.S. TOP OF STEEL w TYP. TYPICAL 4. PROVIDE FIELD DENSITY TESTS FOR EACH 3,000 S.F.OF BUILDING AREA FOR EACH LIFE SPECIFICATION. _ x Z OF CONTROLLED FILL. 5. TEMPERATURE REINFORCING SHALL BE SUFFICIENTLY EMBEDDED TO DEVELOP FULL ° U.O.N. UNLESS OTHERWISE NOTED STRENGTH IN CONCRETE WALLS AND SLABS. N VERT. VERTICAL 5. EXCAVATIONS SHALL BE KEPT DRY BY PUMPING UNTIL UNDERGROUND CONSTRUCTION IS a w COMPLETE. 6. PROVIDE ADEQUATE TIES FOR REINFORCEMENT IN SLABS,BEAMS,PIERS AND WALLS. w° z W.W.F, WELDED WIRE FABRIC REINFORCEMENT TO BE HELD AT CORRECT DISTANCE FROM FORMS AND EARTH BY STEEL z 6. LOOSENED BEARING SOILS SHALL BE RE-COMPACTED WITH A SMALL VIBRATORY PLATE CHAIRS OR TIES. Q COMPACTOR PRIOR TO PLACEMENT OF REINFORCING BARS. 7. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER 7. FOLLOW C.RSJ,RULES FOR PLACING OF REINFORCING STEEL AND ACCESSORIES. PRIOR TO CONCRETE PLACEMENT. ALL SOFTENED OR OTHERWISE UNSUITABLE BEARING 8. NO CONCRETE SHALL BE CAST UNTIL THE PRELIMINARY TESTS REQUIRED HAVE BEEN MATERIALS SHALL BE REMOVED AND REPLACED WITH LOAD-BEARING FILL OR WITH LEAN MADE,REPORTS THEREOF FILED WITH THE ENGINEER,AND APPROVED.THE CONTROLLED CONCRETE(2000 PSI). CONCRETE TO BE USED SHALL CONFORM TO THE APPROVED DESIGN MIX OBTAINED AS A z RESULT OF THE PRELIMINARY TESTS,THE USE OF ANY ADDITIVES NOT PRESENT IN THE K PRELIMINARY TEST MIX IS PROHIBITED. 3 CAST-IN-PLACE CONCRETE GENERAL NOTES CONVD 9. REPRESENTATIVE TEST CYLINDERS WILL BE TAKEN FROM THE CONCRETE PLACED EACH 0 (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN,THE FOLLOWING NOTES SHALL APPLY) DAY IN ACCORDANCE WITH CONCRETE SPECIFICATIONS. z 16. STRUCTURAL SLABS ON GRADE SHALL BE OF A THICKNESS AND REINFORCED AS INDICATED 10. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 70,000 PSI AND < SHALL CONFORM TO ASTM A-185 AND A-497. of ON DRAWINGS. 17. SLABS-ON-GRADE SHALL HAVE THICKENINGS,DEPRESSIONS,OPENINGS,ETC.,AS REQUIRED 11. MESH SHALL BE SPLICED SO THAT THE OVERLAP BETWEEN OUTERMOST CROSS WIRES OF a) M OR AS SHOWN HEREIN OR ON ARCHITECTURAL DRAWINGS. EACH SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRES PLUS TWO INCHES, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 18. LOCATION OF CUTOFF POINTS FOR CONCRETE BEAM REINFORCEMENT SHALL BE AS SHOWN +� Q ON TYP.DETAILS. 12. THIS CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED INSTALL '-' � ALL BUILT-IN WORK,SLEEVES,INSERTS,ETC.,AS REQUIRED FOR A COMPLETE JOB. }' p 19. PROVIDE 100%CONTINUITY OVER SUPPORTS FOR CONTINUOUS SLABS AND BEAMS. 13, STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN ONE OPERATION. t�pAa Z z 20. PROVIDE TWO#5 BARS AT REENTRANT CORNERS AND AROUND OPENINGS IN ANY CONCRETE CONSTRUCTION JOINTS SUCH AS A DAYS POUR JOINTS SHALL BE LOCATED IN THE '� w WALL,BEAM,SLAB,GRADE BEAM OR MASONRY BEARING WALL. MIDDLE THIRD OF THE SPAN,MAIN REINFORCING TO RUN THROUGH THE JOINT,KEY AND 21. PROVIDE POCKETS IN WALLS FOR COLUMNS,BEAMS AND SLABS, ROUGHEN JOINTS TO EXPOSE AGGREGATE FOR CHEMICAL BOND. O a 22. MINIMUM BEARING ON WALL OR BEAMS 4"FOR SLABS,8"FOR BEAMS(U.O.N.). 14. CONTROL JOINTS IN SLABS ON GRADE SHALL HAVE MAXIMUM SPACING OF 36xSLAB 23. PROVIDE PRECAST LINTELS FOR ALL OPENINGS OR RECESSES IN BLOCK WALLS WHERE NO THICKNESS(IN INCHES)IN EITHER DIRECTION. O w SPECIFIC LINTEL IS NOTED. 15. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT AS SHOWN ON THE N�[ & 24. TOP ELEVATION OF SLABS SHALL VARY ACCORDING TO FINISH FLOOR MATERIAL.SEE ARCH'L DRAWINGS,WITHOUT THE APPROVAL OF THE ENGINEER. DATE. w DRAWINGS. October 28,2020 J 25. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL PR°J N0 OPENINGS IN ROOF,FLOORS AND WALLS NOT SHOWN ON STRUCTURAL DRAWINGS. 220031 26. IN ANY APPROVED CONSTRUCTION JOINT,PROVIDE 2"x 4"KEY AND 48 BAR DIAMETER LAP DWG T LE: (16"MIN)OF REINFORCING,EXCEPT FOR SLABS-ON-GRADE. GENERAL NOTES CD of J J Q DWG N0: 0 N S-001 a �7 OF Imo/'v\l.'�t�ij•� U W F U K w E _ Uag 72'-41/2" a ZLd 24'-0" 48'-41/2" Uj N Z E �° W � _,-1 21- 3 3-2112" 5'-8 3/4" 5'-8 3/4" MOVED WINDOW 3'-21/2" E = MOVED WINDOW .(�Y N PLAN WEST 12"TO M.O. PLAN EAST 12"TO M.O. M.O. M.O. 0.6 Co ID BEA COORDINATE AVOID BEAM COORDINATE COORDINATE BE�RI G M COORDINATELO HEIGHT IN BEARING HEIGHT IN HEIGHT IN HEIGHT IN Li FIELD WI FIELD W/ FIELD W/ FIELD W/ 1'-4 3/4" OWNER 8'-7 7/8" OWNER 10'-4 3/4" OWNER 8'-7 7/8" WNE 1'-4 3/4" M 1 ° TYP. 4 10" C: ° -10 - co N w �m - H2846M4- N _ ---- --- 3-0 0E- w OCKET TO BE STEP FOOTING DOWN BEAM P AS REQUIRED 12"WIDE BY 10"HIGH i o - d PROVIDE(2)#5 STEP FOOTING UP AS BOTTOM BARS =r m o REQUIRED ABOVE OPENINGS BEAM POCKET TO BE TYPICAL VERTICAL REINFORCEMENT PER 2020 C ° �! TYPICAL 12"WIDE BY 10"HIGH IRC(NY)TABLE R404,1.2(4):FOR 10"THICK C a N L MINIMUM 10 23-2 '-24 VERTICARINORCMETSHALBE(1)#611-2 314 1-7 / 11-71/2 113/ a BAR @ 31"O.C. U o _ - - _- a TYPICAL HORIZONTAL REINFORCEMENT PER E D AAA r ti5��QyY Rps = TYPICAL FOUNDATION STEM WALL: c� e, fiy Of 10"THICK CAST-IN-PLACE - oiN_o ON oA 2020 IRC(NY)TABLE R4041.2(1):MINIMUM r a CONCRETE WALL C4 HORIZONTAL REINFORCEMENT SHALL BE(1)#4 0 4"DIA.SCH 40 COLUMN a' 4"DIA,SCH 40 COLUMN I CONTINUOUS BAR WITHIN 12"OF THE TOP AND BOTTOM OF WALL AND(1)#4 CONTINUOUS BAR r ° e'THICK X 10 SQUARE $"THICK X 10 SQUARE NEAR THIRD POINTS IN THE WALL sy v 66 oQ BASE PLATE. , BASE PLATE. F OF rvE" 3 bo CONNECTION AT TOP TO CONNECTION AT TOP TO Ld TYPICAL GARAGE WALL FOOTING FABRICATOR(CAP OR o FABRICATOR(CAP OR o PER 2020 IRC(NY)TABLE R403.1(3): SHEAR PLATE) o COLUMN FOOTING, SHEAR PLATE) o COLUMN FOOTING, o MINIMUM FOOTING SHALL BE 12" T- 4'.0"SQ.X 1',0"THICK 4'-0"SO.X 1'4'THICK cM c�7 N WIDE z 6"THICK.PROVIDE(2)#4 GARAGE WITH(4)#5 EACH WITH(4)#5 EACH _ Cl CONTINUOUS BARS PLACED AT THE - SLAB WAY,ASSUMES AN WAY,ASSUMES AN o a BOTTOM(MIN.3"CLEAR COVER) UNEXCAVATED GARAGE ° ALLOWABLE SOIL ALLOWABLE SOIL Z N M NIL PRESSURE=2,000 ° PRESSURE=2,000 TYPICAL BASEMENT WALL FOOTING o a o" PSF Q PSF 24"WIDE X 10"THICK -6 u ° PER 2020 IRC(NY)TABLE R403.1(3): _ MINIMUM FOOTING SHALL BE 27" N Q TYPICAL VERTICAL REINFORCEMENT PER { WIDE x 8"THICK.PROVIDE(2)#4 F = W10X33 BEAM WITH ;; W10X33 BEAM WITH CONTINUOUS BARS PLACED AT THE - 2020IRC(NY)TABLE R404.1.2(4):FOR 10" m a s04 o THICK CAST IN PLACE CONCRETE WALL, - A POSITIVE e'DIA. _ A POSITIVE e"DIA. BOTTOM(MIN.3"CLEAR COVER) MINIMUM VERTICAL REINFORCEMENT IS N oo LAG ATTACHMENT <�. LAG ATTACHMENT >a g Z TO THE BUILT UP LVL TO THE BUILT UP LVL o N W NOT REQUIRED o - @ 24"O.C.TO BRACE @ 24"O.C.TO BRACE w _ BEAM FLANGE BEAM FLANGE TYPICAL BASEMENT WALL:10" w CDTYPICAL HORIZONTAL REINFORCEMENT N < PER 2020 IRC(NY)TABLE R404,1.2(1): _ -- - I BEAM POCKET TO BE I BEAM POCKET TO BE WALLTHICK CAST IN PLACE CONCRETE Li CD MINIMUM HORIZONTAL REINFORCEMENT a IS NOT REQUIRED � �_ a� •�• •`• � �a �• � i 12"WIDE BY , 12"WIDE BY 10"HIGH - 04 a �' w e — F O .....a. .. ..' z STEP FOOTING DOWN M o AS REQUIRED 3 7.{ z e - ^� < 10" 23'-2" 10" 17'-91/2" 10" 9'-51/2" 1 "0 17'-9112" 10" FOUNDATION PLAN - GENERAL NOTES 3 SCALE:1/8"=r-O" 24'-0" 18'-71/2" 11'-1 1/2" 18'-71/2" 0 1. TOP OF FINISHED FIRST FLOOR ELEVATION XXX.X'(DATUM)UNLESS OTHERWISE NOTED. Z (COORDINATE W/CIVIL ENGINEER&OWNER IN HELD) 72-4112" M N 2, ALL ELEVATIONS SHOWN THUS(±X'-X'ARE TO THE TOP OF FOOTING ABOVE OR BELOW THE DATUM ELEVATION.(COORDINATE W/CIVIL ENGINEER&OWNER IN FIELD) TYPICAL VERTICAL REINFORCEMENT PER TYPICAL BASEMENT WALL FOOTING O Q 3. TYPICAL SLAB-ON-GRADE CONSTRUCTION:4"THICK SLAB-ON-GRADE[r'D=3,000 PSI 0 2020 IRC(NY)TABLE R404.12 24"WIDE X 10"THICK (4):FOR 10" PER 2020 IRC NY TABLE R403.13: 28 DAYS NORMAL WEIGHT CONCRETE(150 PCF)REINFORCED WITH 6x6-W1.4x1.4 THICK CAST-IN-PLACE CONCRETE WALL, ( J () C/1 < INSTALLED 1/3 of SLAB DEPTH BELOW TOP of SLAB]ABOVE 15 MIL VAPOR BARRIER MINIMUM VERTICAL REINFORCEMENT MINIMUM FOOTING SHALL BE 27" < AND A MINIMUM 4"THICK POROUS FILL SUB-BASE COMPACTED PER THE GENERAL NOTES.VAPOR BARRIER SPECIFICATIONS PER PROJECT SPECIFICATIONS. SHALL BE(1)#6 BAR @ 31'O.C. WIDE x 8"THICK.PROVIDE #4 Z U z 4. CONSTRUCTION/CONTROL JOINT SPACING IN SLAB-ON-GRADE SHALL NOT EXCEED 12'-0" CONTINUOUS BARS PLACEDD AT THE r►-� F� IN ANY DIRECTIONS,LAYOUT SHOWN ON PLAN IS DIAGRAMMATIC AND A FINAL JOINT TYPICAL HORIZONTAL REINFORCEMENT BOTTOM(MIN.3"CLEAR COVER) V O LAYOUT PLAN SHALL BE COORDINATED WITH THE ARCHITECT. PER 20201RC(NY)TABLE R46412(1): n/ O 5. ATTACH PT 2x SILL PLATE TO TOP OF FOUNDATION WALL WITH 5/8"0 ANCHOR BOLTS MINIMUM HORIZONTAL REINFORCEMENT ° (MINIMUM 8"EMBEDMENT)SPACED AT 4'-0"APART.START FIRST ANCHOR BOLT 1'-0" SHALL BE(1)#4 CONTINUOUS BAR �Q cFROM EACH END OF FOUNDATION WALL. J 6. H.D.INDICATES SIMPSON STRONG-TIE STHD10RJ HOLD DOWN.CONTRACTOR SHALL WITHIN 12"OF THE TOP AND BOTTOM OF Z y COORDINATE WITH FOUNDATION PLAN AND MODULAR DRAWINGS FOR EXACT LOCATION AND WALL AND(1)#4 CONTINUOUS BAR NEAR W ATTACHMENT REQUIREMENTS. THIRD POINTS IN THE WALL N 0 7. CONTROL SURFACE OR SUB-SURFACE WATER TO ALLOW FOUNDATION WORK TO BE DATE: PERFORMED IN DRY UNDISTURBED CONDITIONS. 8. ALL FOOTINGS ARE CENTERED UNDER FOUNDATION WALL CONSTRUCTION UNLESS October 28,2020 OTHERWISE NOTED, PROS NO: 9. PIPE SLEEVES FOR UTILITIES ARE TO BE TWO PIPE SIZES LARGER THAN THE PIPE SHOWN o ON THE MECHANICAL,ELECTRICAL AND PLUMBING DRAWINGS.VERIFY AND COORDINATE 220031 WITH THE INDIVIDUAL TRADE CONTRACTOR AS REQUIRED,COORDINATE WITH MECHANICAL, DWG TITLE: ELECTRICAL AND PLUMBING DRAWINGS FOR REQUIRED LOCATIONS AND INVERT ELEVATIONS. w 10,COORDINATE ALL DIMENSIONS WITH THE MODULAR DRAWINGS.NOTIFY THE ENGINEER OF FOUNDATION ANY DISCREPANCIES. PLAN&NOTES J J < (j)FOUNDATION PLAN W SCALE: 1/4-1-0 5-100 a OF 0 U F (2)2X8 SILL PLATE FOUNDATION WALL Wf sg'DIA. U X 10"LONG ANCHOR BOLTS _ @ 36"O.C.MAXIMUM FOR FRONT&REAR WALLS AND o a 48"O.C.FOR SIDE WALLS w T/FINISHED FLOOR (2)2X12 SILL PLATE = o ANCHORED TO REF.ELEVATION _ z FOUNDATION WALL W/ E o ( ) o DIA.X 10"LONG <3 ( ANCHOR BOLTS®48" Q Q s w T/WALL (� O.C.MAXIMUM -2 1ST FLOOR oCP z REF.ELEVATION FINISHED GRADE _ o =(XXX.X') 01" DOUBLE 2x PRESSURE EL-Y-O 0 U)N T/GRAD jT\/ \ TREATED SILLL SEAL PLATE J' REF.ELEVATION j\\\/j�\� 5/8 4 ASTM F1554,FY=36 w =(XXX.X') KSI HD GALV.ANCHOR BOLTS £N F CONTINUOUS#4 n N TOP BAR WITHIN 12" w/3z3z5/16 HD GALV PLATE •V Y FROM TOP OF WALL ° WASHERS @ 4'-0'O.C.B' o MIN.EMBED) ( a O°8 0 CONTINUOUS 4 X/X"O ASTM F1554,Fy=36 Q # KSI HD GALV.ANCHOR BOLTS CONTINUOUS#4 Q MIDDLE BAR WITHIN TOP BAR WITHIN 12" MID-SPAN OF WALL 4 w/3x3x5/16 HD GALV PLATE FROM TOP OF WALL o WASHERS @ 4'-C"O.C.(8" o w #6 VERTICAL BARS AT 31"O.C. MIN.EMBED) °a 10'CAST-IN-PLACE ^, m CONCRETE FOUNDATION WALL o o CONTINUOUS#4 Q o w MIDDLE BAR WITHIN @i 4 o CONTINUOUS#4 BOTTOM g n a° MID-SPAN OF WALL VII ^C: o BAR WITHIN 12"FROM o JOIN PREMOLDED #6 VERTICAL BARS AT 31"O.C. W m m BOTTOM OF WALL w o JOINT(TYPICAL) 10'CAST-IN-PLACE u, CONCRETE FOUNDATION U) v 7 SLAB-ON-GRADE;SEE WALL EQ''� E4 PLAN FOR SIZE AND TYPICAL VERTICAL REINFORCEMENT PER ld REINFORCEMENT CONTINUOUS#4 BOTTOM a 2020 IRC(NY)TABLE R40412(4):FOR 10" Li P y T/SLAB BAR WITHIN 12"FROM THICK CAST-IN-PLACE CONCRETE WALL, Q)to REF. ELEVATION BOTTOM OF WALL MINIMUM VERTICAL REINFORCEMENT �_ SHALL BE 1#6 BAR 3 L 7 o GRAVEL FILL- ( _(XX.X') SLAB-ON-GRADE;SEE () @ 1'O.C. a °. C La.t-a Ea. _ \"� PLAN FOR SIZE AND m FILTER FABRIC //j j j j REINFORCEMENT TYPICAL HORIZONTAL REINFORCEMENT v(� t PER 2020 IRC(NY)TABLE R404.1.2(1): Q 000 z DRAIN TILE,TIE INTO (2)CONTINUOUS __ _ -_ MINIMUM HORIZONTAL REINFORCEMENT f } STORM SYSTEM #4 BARS ° SHALL BE(1)#4 CONTINUOUS BAR #4 TRANSVERSE °, WITHIN 12"OF THE TOP AND BOTTOM OF CAPILLARY BREAK OVER FOOTING BARS AT 35"O.C. TYPICAL BASEMENT WALL FOOTING ,' WALL AND(1)#4 CONTINUOUS BAR NEAR C, (DAMP PROOFING OR z 24"WIDE X 10"THICK THIRD POINTS IN THE WALL a MEMBRANE) 2 CONTINUOUS TYPICAL BASEMENT WALL FOOTING PER 2UM IRO(NY)TABLE BE 27(3): �4 BARS E�A F TYPICAL VERTICAL REINFORCEMENT PER zOzc 24"WIDE X 10"THICK MINIMUM FOOTING SHALL BE 27" IRC(NY)TABLE R404.12(4):FOR 10"THICK WIDE x 8"THICK.PROVIDE(2)#4 #4 TRANSVERSE g� LY Ro 170 6� PER 2020 IRC(NY)TABLE R403.1(3): CAST-IN CONTINUOUS BARS PLACED AT THE BARS AT 35"O.C. a VERTICAL REINFORCEMENT SHALL BE(')#6 MINIMUM FOOTING SHALL BE 27" BOTTOM(MIN.3"CLEAR COVER) w 4 z oy BAR @ 31 O.0 WIDE x 8"THICK.PROVIDE(2)#4 -{ w CONTINUOUS BARS PLACED AT THE COORDINATE TYPICAL HORIZONTAL REINFORCEMENT PER BOTTOM(MIN.3"CLEAR COVER)) ELEVATIONS W/CIVIL O HORIZONTAL REINFORCEMENT SHALL BE(1)#4 S CONTINUOUS BAR'MTHIN 12'OF THE TOP AND & OWNER ON SITE j�03 66„LOQ BOTTOM OF WALL AND(1)#4 CONTINUOUS BAR - ��NSW NEAR THIRD POINTS IN THE WALL COORDINATE a ELEVATIONS W/CIVIL N & OWNER ON SITE o m N a U z y z Q z FOUNDATION�SECTION TYPICAL FOUNDATION SECTION TYPICAL o U SCALE: 2 SCALE: 2"=1'-011 N Q 2 F= F z (2)2X8 SILL PLATE ANCHOR D TO ro z FOUNDATION A.WALL W "DI < w X 10"LONG ANCHOR BOLTS vy w @ 36"O.C.MAXIMUM FOR w FRONT&REAR WALLS AND z = z 48"O.C.FOR SIDE WALLS o: T/FINISHED FLOOR w () REF.ELEVATION 2 2X8 SILL PLATE ANCHORED TO o N d FOUNDATION WALL Wf J"DIA. =XXX.X' �o X 10"LONG ANCHOR BOLTS ( ) @ 36"O.C.MAXIMUM FOR a FRONT&REAR WALLS AND PREMOLDED T/WALL J1 1f2" 48"O.C.FOR SIDE WALLS JOINT(TYPICAL) REF.ELEVATION T/FINISHED FLOOR =(XXX:X') DOUBLE 2x PRESSURE REF.ELEVATION z =XXX.X' TREATED SILL PLATE SLAB-ON-GRADE;SEE w/SILL SEAL PLAN FOR SIZE AND -- 5 8"0 ASTM F1554,Fy=36 T/WALL REINFORCEMENT f T/GARAGE SLAB KSI HD GALV.ANCHOR BOLTS a REF.ELEVATION CONTINUOUS#4 w/3x3x5/16 HD GALV PLATE a =XXX.X' DOUBLE 2x PRESSURE -g REF.ELEVATION TOP BAR WITHIN 12" WASHERS @ 4'-0"O.C.(8" TREATED SILL PLATE \r�.[ =XXX.XX' FROM TOP OF WALL ° MIN.EMBED) ) Z w/slLl SEAL � ,� j\/\� \)" CONTINUOUS,4 a 5/8"0 ASTM F1554,Fy=36 / 'CONTINUOUS#4 TYPICAL VERTCAL REINFORCEMENT PER MIDDLE BAR WT IN o KSI HD GALV.ANCHOR BOLTS /- 'TOP BAR WITHIN 12" MID-SPAN OF WALL \�� IRC(NY)TABLE R404,12(4):FOR 1T THICK w/3x3x5/16 HD GALV PLATE �j\;\FROM TOP OF WALL CAST-IN-PLACE CONCRETE WALL,MINIMUM (� z WASHERS @ 4'0 O,C•(8) ° BAR 31"0 \/\\/�\\\\*�\ VERTICALREINFORCEMNTSHALLBE(1)#6 10"CAST-IN-PLACE MIN EMBED #6 VERTICAL BARS AT 31"O.C. . /\/�/\i\/\l @ .C- w CONCRETE FOUNDATION WALL 0 CONTINUOUS#4 TYPICAL HORIZONTAL REINFORCEMENT PER MIDDLE BAR WITHIN 20201RG(NY)TABLE R404.1.2(1):MINIMUM TYPICALTERTICALREINFOROR ITTPER2020 MID-SPAN OF WALL HORIZONTAL REINFORCEMENT SHALL BE(1)#4 .4 1 2 PREMOLDED C4 r-! IRC TNY)-IN TABLE R404.1CONCRETE FOR 10"THICK i O" V 1 �+ CONTINUOUS BAR WTHIN 12"OF THE TOP AND CONTINUOUS 4 CAST-IN-PLACE CONCRETE WALL MINIMUM # JOINT(TYPICAL) �--� a VERTICAL REINFORCEMENT SHALL BE(1)#6 6 VERTICAL BARS AT 31"O.C. BOTTOM OF WALL AND(1)#4CON71N000SBAR MIDDLE BAR WITHIN C) 10"CAST-IN-PLACE # NEAR THIRD POINTS IN THE WALL BAR@31'o.C. CONCRETE FOUNDATION MID-SPAN Of WALL SLAB-ON-GRADE;SEE z U WALL PLAN FOR SIZE AND u1J^ ci TYPICAL HORIzoNTaLREwFORCEMENTPER FINISHED GRADE REINFORCEMENT 2020 IRC(NY)TABLE R404.1.2(').MINIMUM `J HORIZONTAL REINFORCEMENT SHALL BE(1)#4 CONTINUOUS#4 BOTTOM a° T/SLAB "a .I..i vi BAR WITHIN 12"FROM Z �*/-I Q VU w CONTINUOUSBARWITHIN12"OF THE TOP AND T/GRADE � �//� -d ' RFC. ELEVATION H a BOTTOM OF WALL REF.ELEVATION \/\ \ BOTTOR90FWALLAND(':)#4CONTIN000SBAR \/\/ /\ J =(XX.X') W O NEAR THIRD POINTS IN THE WALL SLAB-ON-GRADE;SEE ,p =(XXX.X') �j-/j�/ j� o PLAN FOR SIZE AND U o o \\\\\ U a REINFORCEMENT N a Y�-i VU T/SLAB Q� z REF, ELEVATION T FOOTING 3 o w =(•X) ° REF.ELEVATION Z h+i Cal j\ XX.X' TYPICAL BASEMENT WALL FOOTING / g CONTINUOUS#4 BOTTOM EQ.It°' E0. 24"WIDEX10"THICK DATE: W (2 CONTINUOUS BAR WITHIN 12 FROM PER 2020 IRC(NY)TABLE R403.1(3p October 28,2020 TYPICAL BASEMENT WALL FOOTING 4 BARS BOTTOM OF WALL MINIMUM FOOTING SHALL BE 27" 24"WIDE 10"THICK #4 TRANSVERSE WIDE x 8"THICK.PROVIDE(2)#4 PROJ N0: PER 2020 IRC(NY)TABLE R403.1(3): BARS AT 35 O.C. GRAVEL FILL) CONTINUOUS BARSPIACEDATTHE 220031 MINIMUM FOOTING SHALL BE 27" COORDINATE ° BOTTOM(MIN.3"CLEAR COVER) WIDEx8"THICK,PROVIDE(2)#4 FILTER FABRIC- - � DWG TITLE: w ELEVATIONS W/CIVIL Vr CONTINUOUS BARS PLACED AT THE w BOTTOM(MIN.3"CLEAR COVER) & OWNER ON SITE DRAIN TILE,TIE INTO (2)CONTINUOUS FOUNDATION STORM SYSTEM ##4 BARS NSVERSE SECTION CAPILLARY BREAK OVER FOOTING BARSAT 35"O.C. Of (DAMP PROOFING OR J MEMBRANE) COORDINATE a FOUNDATION WALL SECTION @ ELEVATIONS WI CIVIL o � & OWNER ON SITE DWG NO: N ° GARAGE/BASEMENT FOUNDATION SECTION TYPICAL S401 SCALE: 2"=1'-0" SCALE: z"=1'-0" OF 4 0 1/L 0 x lb LUNG SMUUIH w DOWEL AT 24"O.C. 2, 1/2"PREMOLDED ROUGHENED JOINT;PAINT WITH PAINT WITH CURING ROUND ISOLATION JOINT cc WELDED WIRE FABRIC WELDED WIRE FABRIC a v z= CURING COMPOUND BEFORE z COMPOUND BEFORE ? 1 o a (IF REQ'D)SEE o a (IF REQ'D)SEE ADJACENT STAB S POURED w w ADJACENT SLAB IS POURED w-w = Y ao o FOUNDATION PLAN Y o o FOUNDATION PLAN o 0 0 2ts is is 2ts \ o 0 2ts is is 2ts / \ 1/2"PREMOLDED e DIAMOND-SHAPED z N-= / i--- --- \ SOAnONJOINT OL X '�, a.Xq <x... xe x _�dX w z 1'0'LAP MIN. N 4 - 1 - - 1 1 - ��!! 0 E W — �—I II W E r jjg�� e rI I-i GOAT OR WRAP ONE -I -III- -III-I _u __- •(�Y N 2x ENT 4 KE1�WAll- - 'Y -END TO PREV BOND -III 0 otS 0?I_I— —III-1 — —'� III-111—I III III -III III III III \ / VAPOR BARRIER(IF VAPOR BARRIER(IF � _ N Q N 3 REQ'D).SEE SEE FOUNDATION PLAN FOR REQ'D).SEE SEE FOUNDATION PLAN FOR INDICATES BASE 0 FOUNDATION PLAN UNDERSLAB CONSTRUCTION FOUNDATION PLAN UNDERSLAB CONSTRUCTION PLATE OR PIER I a v o w L=LENGTH OF ROLL OF SHEET OF W.W.F. _r o REQUIREMENTS REQUIREMENTS ao 0 TYPICAL DETAIL FOR W.W.F. LAP IN FLOOR SLAB TYPICAL CONSTRUCTION JOINT DETAIL CONSTRUCTION OR ! a a SCALE;N.T.S. CONTRACTION JOINT SCALE:N.T.S. GENERAL NOTES: >v 0 1. CONTRACTOR HAS OPTION OF USING ROUND OR DIAMOND SHAPED ISOLATION JOINT. t`m 0 2. USE HALF-CIRCLE OR HALF-DIAMOND AT EXTERIOR WALLS. W m 3. PROTECT FROM STORM WATER BEFORE FILLING. (n g) TYPICAL COLUMN ISOLATION JOINT w~ 1/2"xi/2"JOINT w/ FIRST PLACEMENT U SCALE:N.T.S. N(n SEALANT(EACH FACE) o HORIZ. W«g m FOUNDATION WALL zo o REINF. p 1/2"COMPRESSIBLE JOINT z FILLER AT PERIMETER OF WW.F.REINFORCING o o= a z r SLAB(TYPICAL) (IF REQ'D)SEE PLAN. w z � boa Z a ROUGHENED JOINT 120 MIN.(TYP.) BARS IN OUTSIDE a WITH PVC 48x06AR b Ta�� r J CUT ALTERNATE HORIZ.BARS WATERSTOP OR p CORNERS TO MATCH 0 1� 1; ✓ BOTH FACES OF JOINT FOR 24"MIN. HORIZONTAL BARS �1 L� � y _ zI - #5 OR SMALLER BARS,(DO �5 pLy AOs i -III NOT CUT LARGER SIZE BARS) 2'0' -I VAPOR RETARDER DOWELS TO MATCH 48x06AR n j SEE FOUNDATION NOTES NOTES: MAIN WALL BARS r w OR _ - --I - � 1. JOINT LOCATIONS AND DETAILS TO BE APPROVED BY STRUCTURAL a � 24"MIN. w ENGINEER. o PIER 0 2. PRIOR TO SECOND PLACEMENT OF WALL AT CONSTRUCTION JOINTS, °d° N GENERAL NOTES: ABRASIVE BLAST OR CHIP FIRST PLACEMENT FACE OF JOINT TO REMOVE 3 1. SEE FOUNDATION NOTES FOR SLAB CONSTRUCTION AND UNDERSLAB LAITANCE,HONEY COMBING,ETC,CLEAN WITH WATER AND STIFF BRUSH �, < F NE CONSTRUCTION REQUIREMENTS. AND MAKE SECOND PLACEMENT WHEN CONCRETE IS DAMP. W 2. COORDINATE WITH PLAN FOR FOUNDATION WALL DESIGN&REINFORCING. N PLAN DETAIL VERTICAL N a TYPICAL THICKENED SLAB EDGE DETAIL CONSTRUCTION JOINT IN CONCRETE WALL GENERAL NOTES: a 1. WALL SHAPES AS SHOWN ARE FOR BAR PLACEMENT ONLY,EXACT WALL SHAPES AS SHOWN MAY U NOT APPEAR ON PROJECT 0 SCALE:N.T.S. SCALE:N.T.S. 2. REFER TO ACI-318 FOR CONCRETE COVER REQUIREMENTS: z 3. REFER TO WALL SCHEDULE OR SECTIONS R REINFORCING. a 4. "48xO BAR OR 24"MIN."INDICATES THE MINIMUM REQUIRED LAP LENGTH(WHICHEVER IS GREATER). ° n J Q ° Z TYPICAL WALL INTERSECTION SCHEMATIC -3 u o z¢o WELDED WIRE 1/8"WIDE SCALE:N.T.S. Ca F z FABRIC(IF REQ'D) SAWCUT W o SEE FOUNDATION CUT ALTERNATE BOND BREAKER-15#FELT OR m w PLAN FOR NOTES WIRES AT SAWCUT \ CURING COMPOUND -- W R u~ CONCRETE FILLED z X. 'X X'a X .X X ° aX SONG-TUBE FROM TOP 1/4"PREMOLDED 48TYpR0 () > N 0 2"X"MINIMUM OF FOOTING TO EXPANSION JOINT o z .a ^ UNDERSIDE OF SLAB a N w 3�rv-✓1�"a�l,-%��`' � :` ��✓l9-.r✓19��15,vi� c� w v� - '' IIIIj I IIII�III�' IIII III�,I BARRIESEE FOUNATION PLAN FOR ! o ADDITIONAL BENT BARS i w VAPOR REQ D).SEE 111,UNDERSLAB CONSTRUCTION � / -IIIII= FOUNDATION NOTES REQUIREMENTS ' =IIIII fig SPACING ASM FOOTING & 2°MIN. xREINFORCING f°. fy GENERAL NOTES: < 1. FILL SAWCUT WITH JOINT FILLER 120 DAYS(MINIMUM)AFTER FOOTING z CUTTING(SEE SPECS). REINFORCING TYPICAL CONTRACTION JOINT DETAIL TYPICAL COLUMN BASE ON FOOTING 3 SCALE:N.T.S. SCALE:N.T.S. z z 0 TYPICAL STEPPED FOOTING DETAIL z SCALE:N.T.S. � C� c� w V1 O a a0 a TOP OF (2)#5x48"AT CENTER �.. SEE PLAN FOR DIMENSIONS WALL OF WALL AT CORNERS Z U ON DIAGONAL. Z NO UTILITIES PERMITTED TO PENETRATE PIER z �/x r" 2 OPENING WIDTH W d o TYPICAL ) "H" N 0 5_ PROVIDE #5 TRIM BARS AROUND STANDARD 90' 1 o w a PIPE SEE M.E.P. w COLUMN PIER�� I �¢ HOOK IF"H" SLEEVE OPENING,FA a I I 3 ( ) I I 3 wo w FACE DRAWINGS o TYP. N�, IS LESS THAN w I I win I I z -------s O I I m I I F _ 40xBAR4 ° 10 3 m UTILITY I I o o= NOTE 1 ' a DATE: 01 I I UNE I I W a= I I END of O October 28,2020 WALL PROJ NO: 71 PROVIDE DOWELS 220031 INTO FOOTING DWG Wile: FOR BARS AT w o SIDE OF OPENING FO UNDATION OUNDATION ��w z OP OF FOOTING ADDITIONAL BARS TO PROVIDE EQUIVALENT FOR'V"<4&BAP0 SLEE E.E 40 STEEL TIRE n COL.FOOTING 1'-0" SLEEVE INSIDE DIAMETER AS = SEE NOTE 1 MIN. 1 a "- (SEE PLAN) STEEL AREA OF BARS OMITTED BY SHOWN ON M.E.P-DRAWINGS DETAILS 0 6"MIN. ill=1'' OPENING.(4-SIDES OF OPENING) TYPICAL FILL EXCAVATION w/CONCRETE(SAME PROPERTIES GENERAL NOTES: GENERAL NCTES: AS USED FOR FOUNDATION POURS), 1. HOOK ALL BARS INTERRUPTED BY OPENING(TYPICAL)ALL SIDES. 1, THIS DETPIL APPLIES TO INDIVIDUAL PIPE SLEEVE LOCATIONS ONLY. a GENERAL NOTES: 2. MINIMUM DIMENSION V"X 2. WHEN SL VES ARE LESS THAN(3)SLEEVE DIAMETERS APART 1. NO UTILITIES SHALL BE PERMITTED BELOW COLUMN FOOTING.SHOULD UTILITIES NEED TO BE LOCATED INI 3. REGULAR WALL REINFORCING NOT SHOWN FOR CLARITY REFER TO AND/OR s(2)OR MORE SLEEVES ARE LINED UP,SPECIAL DWG NO: b THE VICINITY OF COLUMN FOOTING,THE FOOTING SHALL BE LOWERED IN ELEVATION(SEE TYPICAL STEPPED SECTIONS AND WALL SCHEDULES FOR SIZE AND SPACING. REINFORCING MAY BE REQUIRED. N FOOTING DETAIL).IF LOWERING OF FOOTING IS NOT POSSIBLE,CONSULT A/E FOR FURTHER DIRECTION. O 2, COORDINATE WITH PLANS AND SECTIONS FOR REQUIRED WALL,FOOTING AND PIER CONSTRUCTION, TYPICAL FOUNDATION WALL OPENING DETAIL \ I 0 J TYPICAL DETAIL— UTILITY LINE BELOW WALL FOOTING SCALE:N.T. IJ 1 !Ilia 0 SCALE:N.T.S. OF 0 U ENGINEERING# DESIGN CRITERIA 220081 Model Number or Name: 220081 GARAGE NOTES DRAWN BY:CHECKED BY: Occupancy:1&2 FAMILY DWELLING(NJ I VA:R-5,MA:R-3) Building Area: 3531 Q.FT. 516 N Af UP, �U �P�N6 5Y51"�M5 1.GARAGE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE. MJC xx Construction Type: VB 2.ALL GARAGE SHALL BE GFCI PROTECTED INCLUDING THE ONE INSTALLED ON CEILING. DATE: No.of Stories Above Grade: 2 /� A. ATTACHED GARAGE Mean Roof Height: 30 FT. OO"I rill�brook Avenue, Moo5iC Pa 8000 61820 Min.Distance to Lot Line: 5 FT. l 1.ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND ITS ATTIC BY MEANS OF 1/2"GYPSUM BOARD OR EQUIVALENT SALESMAN: Exterior Wall Rating: 0 HR. f e, C OOOJ 70/� (OOO FaK, \OOO/1 004-O O 2.A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM 1 3/8"SOLID CORE OR EQUIVALENT,20-MINUTE RATED,AND EQUIPPED WITH JOHN LUTKOWSKI Ground Snow Load(Pg): 30 PSF SELF CLOSING DEVICE. Min,Roof Live Load(Pf): 20 PSF B. DWELLING ABOVE GARAGE MODEL: Roof Dead Load: 10 PSF 1.GARAGE MAY HAVE HABITABLE SPACE ABOVE,AND IF IT DOES GARAGE SHALL BE SEPARATED FROM DWELLING BY 5/8"TYPE'X'GYPSUM TWO STORY Floor Live Load: 40 PSF Floor Dead Load: 10 PSF BOARD --doll Wind Speed: 117 MPH ®Volt oVasd GENERAL NOTES: Wind Exposure: B 1. WATER HEATERS IN ENCLOSED COMPARTMENTS ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, Seismic Design Category: B 2, POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE.WHEN NOT APPLICABLE OR ABLE, STAIR NOTES: Electrical Service Panel Size: 200 AMPS RECIRCULATING FILTERING HOOD(MIN.100 CFM)MAY BE SUBSTITUTED IF THERE IS A MINIMUM OF 4%NATURAL 1. BASEMENT STAIRS SHOWN ARE TYPICAL FOR STANDARD PLANS. Permissible Gas Type: N/A VENTILATION IS PROVIDED. 2. ALL STAIR OPENINGS AND HEADERS ARE BASED ON BASEMENT CEILING HEIGHT OF 8'-0"UNLESS SHOWN OTHERWISE. Design Codes: 3. EACH DWELLING SHALL HAVE AT THE PRIMARY LOCATION A MAIN ENTRANCE DOOR.THIS DOOR SHALL BE BOTH SWING 3. RISE,RUN AND OPENINGS FOR STAIRS MAY VARY AS PLAN DESIGN VARIES.MAXIMUM RISER OF 8 1/4",MINIMUM TREAD OF 9",WITH A 1 114" z NY STATE CODES: TYPE AND 36"W x 80"H.(MINIMUM). NOSING.STAIRS WILL HAVE MINIMUM HEAD ROOM OF 6-8"MINIMUM WIDTH OF T-0", 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE 4. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND INSTALLED ON SITE (WHICH INCORPORATES BY REFERENCE): BY BUILDER. 4, BUILDER IS RESPONSIBLE TO INSTALL BASEMENT STAIRS,LANDING AND RAILINGS.RAILINGS SHALL BE INSTALLED AT 34"TO 38"MEASURED 'U LU 2020 RESIDENTIAL CODE OF NEW YORK STATE 5. ROOF SHINGLES ARE FACTORY INSTALLED.EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS FACTORY VERTICALLY FROM NOSING o 0 a 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE FURNISHED BUT FIELD INSTALLED BY BUILDER.SHINGLES MAY BE FURNISHED BY BUILDER AND FIELD INSTALLED, 5. MAXIMUM VARIATION IN RISER HEIGHT BETWEEN 2 ADJACENT RISERS IS 3/16". o z z 2017 NATIONAL ELECTRICAL CODE 6. HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT MAY BE DONE IN 6, MINIMUM CLEARANCE FROM WALL TO HANDRAIL IS 1 1/2",HANDRAIL MAY PROJECT INTO THE STAIRWAY MAXIMUM 31/2". co¢� FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THE STRUCTURE.ALL FLOOR,WALL AND 7 LANDINGS SHALL BE AS WIDE AS STAIRS BUT NOT LESS THAN 36 Z Uj Of < CEILING PENETRATIONS MUST BE FIRESTOPPED PER CODE REQUIREMENTS. o 0 o> z Thermal Climate Zone:4A 7. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH OPENINGS 8. SWING OF DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. W W� Degree Days:5832 FIRESTOPPED. 9. ALL STAIR RAILINGS AND GUARD RAILS SHALL BE INSTALLED BEFORE DWELLING IS OCCUPIED. CC CO CO o Minimum Furnace Output: N/A 8. FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS. 10. 3 OR MORE RISERS SHALL BE PROTECTED BY HANDRAIL ON AT LEAST ONE SIDE. Thermal Transmittance Values: Floor* Wall* Roof* 9. ALL NOTES PERTAINING TO"IN FIELD","BY BUILDER"OR"""ARE BUILDER/CONTRACTORS RESPONSIBILITY, 11, OPEN SIDES OF STAIRS OR LANDINGS 18"OR MORE ABOVE ADJACENT FLOOR AND AT WINDOWS ON STAIRS OR LANDINGS SHALL HAVE a co R_ R- R- 10. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED. RAILINGS. "SEE RES CHECK 11. EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGENCY USE OPENING OF LEGAL OPEN w o 0 SPACE.WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 12. OPEN RAILINGS SHALL HAVE GUARDS BELOW RAILING THROUGH WHICH A 4"SPHERE CANNOT PASS. ¢ CD SPECIAL CONDITIONS AND/OR LIMITATIONS AND/OR ITEMS 13. STAIRWAY SHALL BE PROVIDED WITH ILLUMINATION AND WITH A SWITCH IN BOTH DIRECTIONS. SUBJECT TO LOCAL INSPECTION: 44"ABOVE FLOOR,HAVE A NET CLEAR OPENING OF 5.7 SQ.FT.(5.0 SQ.FT GRADE LEVEL)AND MIN.AND NET CLEAR _ OPENING OF 20"X24". 12, A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR DRAWING INDEX LEVEL INCLUDING BASEMENT.SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM AND IN THE VICINITY OF NY NOTE BEDROOMS,AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE WILL ACTIVATE ALL,AND WITH NO INTERVENING SHEET# SHEET TITLE DATE REVISED •BUILDER IS RESPONSIBLE TO COMPLY WITH NCR 1 COVER SHEET 1212120 - SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH PART1265.1 AND NOTIFY CODE ENFORCEMENT OFFICIAL 2 FOUNDATION NOTES 12/2/20 R"or"U"as required by State ONES INSTALLED BY MODULAR MANUFACTURER.12a,A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,IT MAY BE HARD WIRED. OF THE USE OF ENGINEERED LUMBER/TRUSSES AND 2a FOUNDATION PLAN 12/2/20 U 14. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4"SPHERE CANNOT PASS THROUGH. POST APPROPRIATE SIGNAGE ON STRUCTURE 3 1st FLOOR PLAN 12/2120 15. ENCLOSED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF •BUILDER SHALL SUPPLY AND INSTALL WHOLE HOUSE 3a 2nd FLOOR PLAN 12/2/20 1 SITE WORK FOUNDATION ANDAILITYCON or OTHECONNECTIONS FROM TH ILO BUT NOT LIMITED TO: RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED 4 1st FLOOR SHEAR WALL PLAN 12/2/20 LU 1. FouNDATIONANDALLcoNNECTIONSPROMTHELOWEsrMoouLARLEVELroTHEFouNDArION VENTILATION.THIS INSTALLATION SHALL BE INSPECTED 2. ALL PORCH ROOFS,RAILINGS,POSTS,DECKING,DECKS To BE SUPPLIED AND INSTALLED ON-SITE BY THE BUILDER. AGAINST RAIN AND SNOW AND COVERED WITH CORROSION RESISTANT MESH NOT<1/8"NOR>1/4"IN ANY DIRECTION. 4a 2nd FLOOR SHEAR WALL PLAN 12/2/20 3. INSTALLATION OF INTERIOR DOORS AND FINISHING INTERIOR WALL AND CEILING GYPSUM WHERE MODULAR UNITS AND APPROVED BY THE LOCAL JURISDICTION. COME TOGETHER 16. SAFETY GLAZING SHALL BE IN INGRESS AND MEANS OF EGRESS DOORS,IN FIXED AND SLIDING DOOR ASSEMBLIES, 5 FRONT ELEVATION 12/2/20 4, INSTALLATION OF DOOR AT MATELINE WHERE MODULAR UNITS COME TOGETHER. AND PANELS IN SWINGING DOORS,STORM DOORS,IN ALL UNFRAMED SWINGING DOORS IN DOORS AND ENCLOSURES 5a ELEVATIONS 12/2/20 5. PLUMBING AND ELECTRICAL CONNECTIONS BELOW THE LOWEST MODULAR LEVEL FINISHED FLOOR LINE. FOR HOT TUBS,WHIRLPOOLS,BATHTUBS AND SHOWERS,IN ANY PART OF A BUILDING WALL ENCLOSING THESE ALL REQUIRED ENERGY TESTING REQUIRED BY 6 ELECTRICAL NOTES 12/2/20 a 6. FOUNDATION HOLD DOWNS AND METAL ROOF STRAPS COMPARTMENTS WHERE THE BOTTOM EDGE OF GLASSING IS LESS THAN 60"ABOVE DRAIN OUTLET,IN AN INDIVIDUAL Z 7. ON-SITE EXTERIOR LIGHTING PER PLAN. CHAPTER 11 OF THE 2018 IRC AND 2018 IECC SHALL 6a 1st FLOOR ELECTRICAL PLAN 12/2/20 s. INSULATION OF ALL EXPOSED FLOOR AREAS FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE NEAREST VERTICAL EDGE IS WITHIN 24"ARC OF A DOOR IN 6b 2nd FLOOR ELECTRICAL PLAN 12/2/20 9. BASEMENT STAIRS To BE SUPPLIED&INSTALLED ON SITE BY BUILDER CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60"ABOVE FLOOR,IN AN INDIVIDUAL PANEL OTHER THAN BE DONE BY Nu-Tech Energy Solutions,HC1 Box 1A 231, J 0. INTERIOR STAIR RAILINGS,GUARDS,AND HANDRAILS 7 PLUMBING NOTES 12/2/20 1. TRUSS SIGNAGE TO BE PROVIDED&LOCATED BY BUILDER ON SITE. THOSE LISTED ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS. 107 Robin Way,LACKAWAXEN,PA 18435,(570)490-3932 12. ALL APPLIANCES,INCLUDING BUT NOT LIMITED TO DISHWASHER,WASHER,DRYER,RANGE,RANGE HOOD, a. EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ.FT. ENERGY CODE TESTING PERFORMED ON-SITE& 7a PLUMBING DIAGRAMS 1212120 pp 13. ALLFWWSH FLOORINGMATEERiALNDwarERHEATER b. BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR. PASSED IN ACCORDANCE WITH CODES LISTED.ALL 8 RESERVED 14. GARAGE c. TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR. ON-SITE INSPECTIONS BY THE ENERGY TESTING 8a RESERVED 15. ANY ITEMS MARKED ON THE INCLUDED DRAWINGS AS"BY BUILDER"OR"ON-SITE BY OTHERS" d. ONE OR MORE WALKING SURFACE WITHIN 36"HORIZONTALLY OF GLAZING.SAFETY GLAZING SHALL BE IN WALLS 8b RESERVED INCLOSING STAIRWAY LANDINGS OR WITHIN 60"OF THE TOP OR BOTTOM OF STAIRWAYS WHERE THE BOTTOM EDGE OF AGENCY AND THE ATTACHMENT OF THE NY INSIGNIAS 9 SECTION 12/2/20 �[ GLASS IS LESS THAN 60"ABOVE THE WALKING SURFACE. BY PFS CORPORATION AT THE FACTORY MUST BE 9a SECTION 12/2/20 r 17. PLASTICS(INCLUDING GLAZING,SIDING AND SKYLIGHTS)AND FOAM PLASTIC(INCLUDING INSULATION)IF USED SHALL DONE PRIOR TO THE ISSUANCE OF THE LOCAL USE& 9b SECTION DETAILS 12/2/20 Z BE IN COMPLIANCE WITH STATE CODE OCCUPANCY PERMIT.THIS INFORMATION WILL BE 10 FIRE SEPARATION DETAILS 12/2/20 o 18, MINIMUM ROOM SIZE TO BE 70 SQ.FT.WITH A MINIMUM ROOM DIMENSION OF T-0".ONE ROOM A MIN.OF 120 SQ.FT AND NOTED ON THE DATA PLATE. Z M LOCATION OF LABELS: A MIN DIMENSION OF 10 FT.(MINIMUM DIMENSION OF 10'-0"IS NOT CODE REQUIRED BUT IS A MANUFACTURER'S CHOICE 2 o m Z DATA PLATE-(1)PER DWELLING,AS INDICATED ON PLAN ) o CD >o o 3rd PARTYLABEL- 1 AS INDICATED ON PLAN 19. ALL STAIRWELLS USED AS A COMMON SET OF STAIRS MUST HAVE A MIN.OF 1 HOUR RATING. W wp�z W ( )PER MODULE 20. THE NUMBER OF MODULES MAY VARY. w=� =Y STATE LABEL-(1)PER DWELLING,AS INDICATED ON PLAN 21. IN ATTIC&ENCLOSED RAFTER SPACES,THE MINIMUM VENTILATION AREA SHALL BE 1/300 OF THE AREA OF SPACE LLI>>w ~C)o W VENTILATED,PROVIDED A VAPOR RETARDER HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM IN ACCORDANCE C)o 0 LuZ m F- rnw DP -DATA PLATE -THIRD PARTY LABEL .-STATE LABEL WITH ASTM 96 IS INSTALLED ON WARM SIDE OF ATTIC INSULATION AND PROVIDED 50%OF THE REQUIRED VENTILATION, e N N p ON w BUT NOT MORE THAN 80%OF AREA PROVIDED BY VENTILATORS INSTALLED IN THE UPPER PORTION OF THE , 9 �'�+ Q °- VENTILATED SPACE AT LEAST 3 FT.ABOVE EAVE OR CORNICE VENTS,WITH THE BALANCE OF THE REQUIRED yQ�►R,1' _ VENTILATION PROVIDED BY EAVE OR CORNICE VENTS ° o a 22. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8%OF THE FLOOR $ w O AREA OF SUCH ROOM.THE MINIMUM NATURAL VENTILATION AREA SHALL BE 4%OF THE FLOOR AREA VENTILATED. °' 11�Z ATTENTION LOCAL INSPECTIONS DEPARTMENT: 23. WHEN WOOD FRAME PROTECTED CONSTRUCTION(VA)IS USED GYPSUM BOARD IS REQUIRED TO BE ATTACHED 7"O/C. , DRAWING: DUET INCREASED NUMBER OF FASTENERS,MORE THAN USUAL NUMBER OF NAIL-POPS WILL OCCUR.IT WILL BE The following items have not been completed by the Modular o172.t3�'{ Homes Manufacturer,have not been inspected by 3rd Party BUILDERS RESPONSIBILITY TO RESPACKLE AND RE-TOUCH THESE AREAS. STATE OF NEW YORK ARCHITECT OR ENGINEER "�,��,� .,4d� COVER SHEET Agency and are not certified by state modular label,Code CERTIFICATION STATEMENT IF 101 compliance must be determined at the local level: THE PLANS AND SPECIFICATIONS OF THIS SCALE: PERMIT SET ARE DERIVED FROM AND Foundation,Exterior porches,decks and steps,HVAC systems,Plumbing NOTE: CONSISTENT WITH THE PLANS AND NTS and Electrical connections,and any items marked on included drawings as THE BUILDER IS RESPONSIBLE TO INSTALL PROPER INSULATION PROTECTION OVER ATTIC ACCESS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: BY BUILDER","BY OTHERS",or with the"*"or'"**"symbols. OR PULL-DOWN STAIR AND/OR INSULATION DOME OVER A PULL-DOWN STAIR NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY ENGINEERING# OVERALL LENGTH OF HOUSE PER INDIVIDUAL FLOOR PLAN W > SIMPSO SIMPSON HDU* 220081 ATTACH TO STUDS w/ < z * ATTACH TO STUDS DRAWN BY:CHECKED BY: z a STHD14RJ (38)16d SINKER NAILS SIMPSON CNW a U° COUPLER NUT* w/SDS 1/4"x2-1/2° MJC XX o W O NAILED SCREWS*SEE CHART FOR LOCATION OF STAIRS FLOOR PLANS ARE DESIGNED WITH MAXIMUM WALL THICKNESS OF 10". z o Q o PORTION (AS REQUIRED) FOR QUANTITY) DATE: BUILDER IS RESPONSIBLE TO DETERMINE FOOTING AND ALL REQUIREMENTS. J � 618 20 SEE APPLICABLE FLOOR PLAN IF WALL EXCEEDS 10",BASEMENT STAIRS MAY BE AFFECTED. " u THREADED ROD* co EMBEDDED IN SALESMAN: w a CLEAllR7M�M N CONCRETE(SEE JOHN LUTKOWSKI � UNLESS OTHERWISE SPECIFIED ADDITIONAL SUPPORT COLUMNS w o ,,t. MA CHART FOR SIZE) MODEL: ❑ ACCESS TO CRAWL SPACE BY BUILDER ARE REQUIRED UNDER CLEAR SPANS uw o +.. 2 IN COMPLIANCE WITH ALL STATE AND LOCAL CODES IN CEILING GIRDER IN EXCESS OF 5'-0" �; THREADED ROD FASTENER CHART TWO STORY O SEE FLOOR PLAN- w 30'MIN. ,y' NE#4 REBAR CHART SMOKE DETECTOR IN MODEL SDS 4"x i c to "'' IN SHEAR CONE MODEL ROD DIA. "# REBAR LENGTH %r:-• '•< AC/DC BASEMENT BY BUILDER :;:�;-`` HDU2 5/81, a HDU2 6 c'2 12'MIN.\\ HDU4 5/8" e',° HDU4 10 00 m ® cn C REBAR 1 HDU5 5/8" ° HDU5 14 w slnpson strwp-rk LENGTH a 30"x30"x12"CONCRETE FOOTIN SEE COLUMN SPACING DRAWING 2a a tnstcuutm 1/2'MIN. HDUS 7/8" HDU8 20 a INTERMEDIATE SUPPORT END SUPPORT FROM HDU14 1" HDU14 36 o VARIES (*)=SUPPLIED&INSTALLED ON SITE BY BUILDER PER (*)=SUPPLIED&INSTALLED N SITE BY BUILDER PER U- MANUFACTURER'S INSTALLATION INSTRUCTIONS.SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS,SEE DUAL K-A-BAY FO U N DAT I 0 N SHEET 2a FOR LOCATIONS. SHEET 2a FOR SIZE&LOCATIONS. o o MAY BEAT FRONT,REAR OR SIDE OF ANY HOUSE CONNECTION DETAIL-1 CONNECTION DETAIL-2 w w W z SIMPSON STHDRJ14 HOLD DOWN TO FOUNDATION SIMPSON HDU HOLD DOWN TO FOUNDATION Of CENTER BEAM WITHIN FLOOR 31/2"MIN.DIA.STANDARD STEEL of o Lu a d SYSTEM(SEE CROSS SECTION) PIPE COLUMN STANDARD FOR ALL FLOOR DECKING U- w MODELS WITH FULL BASEMENTS o z z m ?16"xl6"x8" OCK PIER METAL JOIST HANGER z w o � FOR ALL MODELS 5/8"DIA.ANCHOR BOLT IMBEDDED ❑❑z WITH CRAWL SPACE(TYPE FLOOR JOIST IN CONCRETE MIN.7"(15"IN MASONRY) w w� o 1ST STUD 24 FROM CORNER w 0-a a o "M"OR"S"MORTAR) @ 6'0" C.MAX.12"FROM CORNER(*) gym❑ o ANCHOR BOLTS TO START V-0"FROM EACH END OF 31/2""x7"x1/4 STEEL PLATE 2'-O" 0(D a = FOUNDATION AND SPACED PER TABLE R404.1 2 AND SHALL WELDED TO COLUMN a () TACK SHEATHING =_� J o BE PLACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS 0 u 2 x CONTINUOUS SILL PLATE FASTENED CONCRETE G COVER TO FOUNDATION WALL WITH 1/2"DIAMETER BOLT SPACED PER TABLE R404.1(2) WITH BITUMINWOUSOGS COATING o 0 0 12"FROM CORNER.BOLTS MUST EXTEND A MIN,15"INTO MASONRY, (4)3/8"x4"LONG LAG BOLTS OR 7"INTO CONCRETE FOUNDATION WALL BY BUILDER. ❑o 0 NO WIRES I 31/2"IN DIA.STANDARD THIS AREA z STEEL PIPE COLUMN PERFORATED DRAIN TILE SITE INSTALLE w N M<t CO I� c e• e• HOLD DOWN ' 30"00"x10"CONCRETE OPTIONAL CANTILEVER ° " :w" FOOTING(STANDARD) ' •' OPTIONAL CANTILEVER 32"x32"xl2 W "'CONCRETE #4 RE-BAR CONTINUOUS SEE INDIVIDUAL FLOOR PLAN FOR ACTUAL DIMENSIONS FOOTING IN MA. VARIES PER INDIVIDUAL FLOOR PLAN ggSEMENT COLUMN DETAIL CORNER COLUMN DETAIL FOUNDATION WALL DETAIL SIMPSON HDU HOLD DOWN TO FOUNDATION FOUNDATION NOTES: a 1.ALL CONSTRUCTION AND MATERIAL BELOW THE BOTTOM OF THE FLOOR JOIST IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR AND IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODES. Z a 2.BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS EXCAVATION AND BACK FILL PILASTER,ETC..MUST COMPLY WITH LATEST EDITION OF BUILDING CODE AND WITH LATEST REVISIONS _J STATE/LOCAL CODES,LAWS,RULES AND REGULATIONS INCLUDING FMHA 4241 EXHIBIT D THERMAL TO QUALIFY FOR FEDERAL FINANCING, 3.INSULATION IN FLOORS OR ON FOUNDATION WALLS,AS REQUIRED TO BE THE RESPONSIBILITY OF THE ON-SITE BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES, 4,WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 5•IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY OR BE REQUIRED,CHECK LOCAL REQUIREMENTS. 6.THE SILLS OF ALL DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING SHALL BE RAISED NOT LESS THAN 4"ABOVE THE GARAGE FLOOR. 7.ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P.E.OR R.A,FAMILIAR WITH LOCAL SOIL CONDITIONS. 8.CRAWL SPACE FOUNDATIONS REQUIRE A MIN,OF A 18"x 24"ACCESS OPENING FOR VENTILATION 1/3 OF 1%OF THE FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT AND RODENT PROOF WITH <C SCREEN OR LOUVERS.MIN.CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18". r 9.FIRE SEPARATION WALLS SHALL BE CONTINUOUS TO BASEMENT FLOOR(SUPPLIED ON-SITE BY BUILDER) Z 10.PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 12"O.C. 11.MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER EXCEEDS MAX.SPANS SHOWN ON BASEMENT COLUMN SPACING TABLE. F- �_ 12.LOCATION OF WASHER,DRYER,WATER HEATER AND FURNACE IN BASEMENT TO BE INSTALLED PER STATE AND LOCAL CODES(OWNENBUILDER RESPONSIBILITY). W n M 13.ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOIST. `~"o m`l o 14,SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION.IF 3/4"FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN LENGTH o z >o y;o) AND WIDTH BY 1 1/2"TO MAINTAIN PROPER OVERHANG,THIS APPLIES TO ALL MODELS. or�0 p�z w Lu 15,FOUNDATION PLAN TO BE SUPPLIED WITH EACH HOUSE ��w ��o w 16.FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ONE AND TWO FAMILY BUILDING CODE 17.CRAWL SPACE SHALL BE PROVIDED WITH A MINIMUM 18"X 24"ACCESS(BY BUILDER ON SITE). ct ,/ wiz m F 18.MANUFACTURED UNITS COVERED WITH THIS BUILDING SYSTEM ARE DESIGNED FOR INSTALLATION ON SITE BUILT PERMANENT FOUNDATIONS,AND ARE NOT DESIGNED TO BE MOVED OR RELOCATED V N 04 o ON o w ONCE INSTALLED, . J 19.FOUNDATION TO BE DESIGNED AND BUILT TO COMPLY WITH A NATIONALLY RECOGNIZED MODEL BUILDING CODE OR AN EQUIVALENT TO BUILDING CODES FOR SITE BUILT HOUSING OR WITH MINIMUM 0 _ PROPERTY STANDARDS ADAPTED BY THE SECRETARY PERSUANT TO TITLE II OF NATIONAL HOUSING ACT. ui _H- 20.TO THE MANUFACTURERS KNOWLEDGE THESE UNITS ARE NOT TO BE USED FOR OTHER THAN ON PERMANENT SITE BUILT FOUNDATIONS. ¢0 21.RECOMMENDED FOUNDATION ASSUMES A SOIL BEARING PRESSURE OF 2000 PSF. ~ cofr_Z 22.FOOTINGS TO BEAR ON UNDISTURBED SOIL AND BE BELOW FROST LINE. 23.CONCRETE USED IN CONSTRUCTION OF FOUNDATION TO HAVE A MIN,STRENGTH OF 2500 PSI. ,A y f DRAWING: 24,THE FOUNDATION INSULATION SHALL HAVE A RIGID,OPAQUE AND WEATHER-RESISTANT PROTECTIVE COVERING EXTENDED A MIN.OF 6 INCHES BELOW GRADE/(MARYLAND ONLY) STATE OF NEW YORK ARCHITECT OR ENGINEER OF FOUNDATION NOTES CERTIFICATION STATEMENT THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A ^ LICENSED PROFESSIONAL ENGINEER,TO ALTER L LETTER. THIS ITEM IN ANY WAY ENGINEERING# PRELIMINARY- NOT FOR CONSTRUCTION 220081 LOADS AND COLUMN SPACING TBD DRAWN BY:CHECKED BY: 72'-41/2" MJC XX 24'.0" 48'41/2" DATE: 12'-0 3/4" 12'-1 1/2" q 12'-1 1/2" 12'-0 3/4" 6 18 20 NOTE: DH2846M-2 DH2846M-2 SALESMAN: SEE FOUNDATION DETAIL SHEET 3-0 ED JOHN LUTKOWSKI — — — — — — — I i I MODEL: F YMBOLS: f TWO STORY cl: L FOUNDATION WALL Y 1 CONCRETE FOOTING Y m 0 0 m DOWN DOWN DEVICE,BUILDER TO PROVIDE HOLD g I N I r• X DOWN TO THE FOUNDATION FOR THE LOADS LISTED. I - ' F__ , � I � POINT LOAD.POINT LOADS ARE FROM 1st STORY I I ' CEILING OR ABOVE AND MUST BE CONSIDERED IN ------- I cD --- t z ADDITION TO UNIFORM PLF LOADS. — — i I I �o z" i i TYP. o I I I 0OLU I 1 F �----T----' I 11� �----T----' W W W Z v I O I OLULU U LL== O Z_Z_ CO W ccl- I O��p�p(n cl Y Y C,: w w J cl. I cl: I c.: cl: > a a a W----1 w---- � � I w(D c7 a to--- --_ Q¢ I o � c'—n "' '° ' I I------ I ------I I to 1 co I----�----I I T-- ' Ill�N c q I I o�\ti o M 2)�NMzrLocc� II �1I c,' -- I- ',Vti I N�/ I I '----'----I Y Y x ---- a I __-- — I --__-- I o M cl. N m UNEXCAVATED GARAGE 1—--}----I i L I¢--fi----I W I� ------ -------II I� Iz I I I-- -- I -- --I I iz I�--1---- I° V I Y ( Y I Q I I I I I I I I I I =I c,. �. �. N. c.. o CD i CONCRETE FOOTING I CD I Z rFOUNDATION WALL I SILL PLAT P F ANCHOR BOLT Z h co N O oZ W. w—z� w 0 W 72"TYP 12" LLJD j U)Q�p w ' q p co UJZZCOrv— `� 18'7112" N No ONO 2 F— o Fo�e: — — — — — — — — — — — — — — — — � 18'-71/2" 11'-1 1/2" m �� "Foundation walls,piers,grade beams and all other foundation elements shall be designed by a registered professional having knowledge of the DRAWING: local soil conditions.In addition to all code requirements,foundation STATE OF NEW YORK ARCHITECT OR ENGINEER I FOUNDATION PLAN CERTIFICATION STATEMENT design shall incorporate all hold-downs,point loads equal to the THE PLANS AND SPECIFICATIONS OF THIS hold-down capacity at all hold-down locations,uplift loads,lateral loads, PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NT5 and gravity loads induced by the modular structure" SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: — — — — — — — — — — — — — — — — — J NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A 2a LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY 72'-4112" ENGINEERING# 24'-0" 48' 1/2" 220081 71 24'-1 1/2" 1 1/2" 24'-1 1/2" DRAWN BY:CHECKED BY: 12'-0" 11/2'" 12'-0" 12'-0" 11/2" 12'-0" MJC XX MODULE"D" MODULE"C" MODULE"'B" MODULE"A" DATE: 6'-0"' 12'-112" 112'- 12" 12'-112" 6'-0"THIS HOME WILL ERECTED ON A VACANT LOT. LINE OF FLOORABOVE 41/8" LINE OF FLOORABOUE 6-18-20 ALL SETBACK DISTANCES FOR EXTERIOR WALLS& N 2-2x6SPF#2 2-2x6SPF#2 N SALESMAN: PROJECTIONS SHALL EXCEED THOSE LISTED IN DH3046M-2 EACH MOD. DH3046M-2 DH3046M-2 EACH MOD. DH3046M-2 JOHN LUTKOWSKI TABLE R302.1(1)FOR 0-HOUR RATING. MODEL: HOME IS NOT LOCATED IN A FLOOD ZONE. z3' 3/a° z3'3 3/s° o I I o o TWO STORY coo = O = w UUU N LLL �I �) N m�r2m Q U) dl QI W Q O X W N W LIVING ROOM LIVING ROOM WIZ N WIZ N AREA=291.85 SF CO m= AREA=291.85 SF 6'-�„ 12'0° 6'�„ LT=23.35(READ)51.20(PROM) I U r ti I U LT=23.35(READ)51.20(PROV) i VT=11.67(READ)27.24(PROV) J=r N N J= VT=11.67(READ)2724(PROV) 5 1/2" 23'6" I? J I J z �Iw �, Iw o L�� DH3046M DH3046M N I N I Lu Lu Lu ui oaui _N NI W w vl w�� -------------- I D D I co U zoo 3t a III I Z Z 0 0 C/) z �I I I = eW24301530 W3612 _ _ W3612 " 1530 W3015 W2730 w a a all I F x U x c� CW2430 "�`n Q I I I a B15 I I HOOKUPCE R i " v w `r¢ `� I ICE MAKER I v w N 615 DB15 CAR36 zzg Lu 2"Vo x6 3-0 3 0 2 0 2"V HN ==F- Zc� z J- DN - DNJz � o c>cnoilao l I N Iv o �_----- ----- (") o I0 KITCHEN �� o�NwT =r m ¢___ v = 96 SQ FT ro M U-N Q oOil Ico ch -- oo cA cfl V n- Q O 3/4" I = N N = RAISE CABS 3/4" cn =o ow N Q cn 3'-8" 3'8" m Q N DP cv rn M Z O J 37"CT ~ -,/l'�� --^-,/l-� 37'CT o N j N M<r co ti --------------- N 101, N +I I �I r _. __..__.. OOYR3�D N >ON-SITE GARAGE o U) N v36z1 N zN V3621 N°O O M � O_ � 2 N N CV Q �2 co 4 N M � O) F- j�X U V LLJ�" 8'CEILING HEIGHT �2 Fm Q 4 W T-1 1/2" 3'-1 1/2" 2 u3'-10 3/8" - - T-10 3/8" --------------- i1'A F� ,oll I O••Ozxs 2-0 2-0 3"D 3"R �I I I o 2'6" III 4'3 I'3" III 2'6" w ~ UP UP ci N 0 0 0 u- Lu I m =I II I w U U co _ zll I 0 w w Q N Oil i DINING ROOM IJ wIZ DINING ROOM I w AREA=169.34 SF O I w ', O I w AREA=170.73 SF 00 O I I I r LT=13.55(READ)20.10(PROM) U ct U U U LT=13,66(READ)28.10(PROV) i I N VT=6.77(READ)10.59(PROM) 200 >I N N o I VT=6.83(REQD)14.79(PROV) N CD D III I J _l II I �IW W W SILL o ---------------J m u7 N Z Z c' Q SHIP LOOSE(3)1.5425"LVL HDR I r I SHIP LOOSE(3)1,5x9.25"LVL HDR (2)2x6 SPF#2 "I FOYER "I (2)2x6 SPF#2 (DDH3046M DH3046M 18'-71/2" FOYER 18'-1 1/2" z 51/2" 23'6" N SHIP LOOSE SHIP LOOSE ccf- 0 Z M J 6'0" 12'-0" 6'-01, L11 ai o pip vi L-.z LINE OF FLOOR ABOVE DH2O46M 3 -- " N DH2O46M 3 LINE OF FLOOR ABOVE W r .w-oo - ------------------------------- Oo_Z o U J E w C)w w 9'-4" 9'-31/2" v M 9'-31/2" 9'-4" j w ~ 00 w LLII 0 o)v Luz 30 3-0 - N No QN�w Q a WINDOW I DOOR SCHEDULE NOTES: 18'-71/2" 4'-7 7/8" 4'-7 7/8" 18'-71/2" AID _ 1. WINDOWS,DOORS AND SKYLIGHTS OF EQUAL OR BETTER PERFORMANCE AND 1 1/2" RV ��d w W -I MANUFACTURED BY OTHER THAN SHOWN MAY BE SUBSTITUTED. 5-6" 5-6 �y r Q Of O 2. WINDOWS,SKYLIGHTS AND GLASS DOORS USED SHALL BE NFRC RATED. 's m w Z 3. EACH PLAN DESIGNED FROM BUILDING SYSTEMS WILL COMPLY WITH ENERGY PLYGEM DH WINDOWS DP tr-1 v2° REQUIREMENTS OF BUILDING ENVELOPE OF EACH COUNTY OF SPECIFIC STATE CALLOUT R.O.SIZE LIGHT VENT EGRESS U VALUE RATING # DRAWING: 4. FOR WIND BORNE DEBRIS RE(RES-CHECK WILL BE DONE GIONS,S,WINDOWS ARE TO BE PROTECTED WITH PLYWOOD FRONT STATE OF NEW YORK ARCHITECT OR ENGINEER DH2O46M 26 3/8"x57 518" 6.7 3.53 NIA 029 50 9-0 CEILING HEIGHT 1ST FLOOR PLAN PANELS.PLYWOOD PANELS ARE TO BE AVAILABLE ON PREMISES, DH2O46M-3 79118"x57 5/8" 20.1 10.59 NIA 0.29 50 CERTIFICATION STATEMENT '�,� 2�a§' .��' 5. WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72"ABOVE OH2432M 30 3/8"x415/8" 5.5 2.81 N/A 0.29 50 THE PLANS AND SPECIFICATIONS OF THIS OF t FINISHED GRADE OR SURFACE BELOW,THE LOWEST PART OF THE CLEAR OPENING PERMIT SET ARE DERIVED FROM AND SCALE: SHALL BE MINIMUM 24"ABOVE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS DH2446M 30 3/8"x57 5/8" 8.0 4.2 N/A 0,29 50 DOORS CONSISTENT WITH THE PLANS AND NTS LOCATED,GLAZING BETWEEN THE FLOOR AND 24"SHALL BE FIXED OR HAVE AN OPENING DH3046M 38 3/8"x57 5/8" 10.8 5,76 33.153"x25" 0.29 50 CALLOUT R.O.SIZE LIGHT VENT U-VALUE SPECIFICATIONS ASSOCIATED WITH APPROVAL THROUGH WHICH A 4"DIAMETER SPHERE CANNOT PASS.EXCEPTIONS PER R312. DH3046M-2 76 3/4"x57 5/8" 21.6 11.52 33.153"x25" 0.29 50 310 DOOR 38 1/2"x82 1/2" 0 19.33 0,16 WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A LETTER. LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY 3 ENGINEERING# 48'-41/2" 24'-1 1/2" 1 1/2" 24'-1 1/2° 220081 1 112" DRAWN BY:CHECKED BY: MODULE"H" MODULE"G" MODULE"F" MODULE"E" 10'-111/2" 26' 1/2" 10'-ll1/2" MJC xx " 20'-1 3/8" 4" 2'0" 2'-0" 4" 20'-1 3/8" DATE: 41/8" 41/8" 6-15-20 DH3046M 2 DH3046M 2 SALESMAN: W > JOHN LUTKOWSKI o J 2)J.S, SHIP LOOSE WI OW 2)J.S. 2)-J. S. SHIP LOOSE WINDOW 2)-J.S. q J iv z o (3)1.5x925"LVL SHIP LO SE HEADER (3)1.5x9.25"VL SHIP LOOSE HEADER o N z MODEL: m `i CO coI �I `O M c) TWO STORY cli'ITVM zy)I I I N N � a o >C 0 BEDROOM#1 I(D W W I�, BEDROOM#1 AREA=264,59 SF I Z I- I Z AREA=264.59 SF LT=21.17(REQD)33.80(PROV) J Q Q LT=21.17(REQD)33.80(PROV) N N VT=10.58(REQD)18,00(PROV) I U D N N 7) I U VT=10,58(REQD)18.00(PROV) N N = Z d' V Z IJ IJ Z O fr = I I ~~ W W W N N a'DD N W N I I a a Oww o I I I I o �� co �° 0 2 Z o o Ozz -------------------------- - -D NCV O Cn Q N Z w< 0�0�� `r 0 xc�z 26 30 3-0 26 w aaW.a N 10-0 7/8" 10'-6 7/8" N N 10'-6 7/8" 10'-0 7/8" N 0 CD m 3'-3" V � w 4-2x4 SPF#2 m m 4-2x4 SPF#2 w a Q Q BATH#1 N z EACH MOD. X X EACH MOD, N BATH#4 C) m o 3r(3)1.5x9.25"LVL IN CEILING "' I r(3)1.5x9.25"LVL IN CEILING (3)1.5x925"LVL IN CEILING (3)1.5x9.25"LVL IN CEILING _ M w o 0 I - 37 CT: _ _- i-- - 37"CT - q - - 'o a m ¢In �I 1 tL 0. Qp�CD N o L N V3621 N O W o=I DN DN I O N V3621 Fv o CO= X N •`- uj N J ` a-- I I ` N N m ¢ �Q0 1 M z = V 0 2x6 03"V o 0 0 N z Z Z�I I Z 0 o o 3' 2x6 J n '- W o x�cn o o w o r-N m V tt�(n l�oc Ec 5 5/8" 6 7/8" - a 1 a z`" 2 V o I I 2"V N`�I J N V3621 V N 6'6 71 518" °�°8' 5 W N U621 N N N lig"Ill m ¢ 37"CT 0 o" cD 37"CT Q mo N v m N m 3' Z p 1Z 112x I LL N I 2112x"I N Z 2' cD~u� c? N W "' o (3}1.5x9.25"LVL IN CEI G I w a I 30 m 0 30 I a I w ( 5x9.25"LVL IN CEILING '� N BATH#2 I cc = ATTIC `" I COI N ATTIC N M I= N BATH#5 3 m co W �ACCESS,I T-81/2"� �3'8112" "' �ACCESS� W co [L IN IL�I M IJ 1 u 4'-81!2" 3'31/2" D II-- 3'-3 31S" 3' 3' 3 3 318 3'3112" 4'-8 1/2" t01 N .E A`_1. ——— (1.5x925"LVL — — (3)l.5x9.25"L L ——— ,E1�A�C�. N q N a o 0o IN CEILING N RAISE FLR RAISE FLR N IN CEILING ao a a N L Z_ (2)2-0 "' M 2 6 —1�� — 2 6 "' (2)2 0 y N= m 3-0 3-0 W w g � I CD co Z z af BEDROOM#3 BEDROOM#2 N N BEDROOM#2 BEDROOM#3 N Q N g N AREA=120.51 SF AREA=115.46 SF AREA=115.46 SF AREA=120.51 SF N 2 rn � LL LT=9.64(REQD)21.60(PROV) LT=924(REQD)10.80(PROV) a? LT=9.24(REQD)10.80(PROV) LT=9.64(REQD)21.60(PROV) � VT=4 82(REQD)11.52(PROV) N VT=4.62(REQD)5.76(PROV) b o VT=4.62(REQD)5 76(PROV) N VT=4.82(REQD)11 52(PROV) (o m b Z o O z M �_ N r M N N C j o m� Z )- —————————————————————— — —— W z .W O J�L LLI C)ofZW ffi W W SW �0o= W (2)2xl0 SPF#2 HDR (2)2x10 SPF#2 HDR (2)2x10 SPF#2 HDR (2)2xl0 SPF#2 HDR J keD A p o� L11z m DH3046M DH3046M-2 I I DH3046M-2 DH3046My � t� Q N a C,N 4" 4" 1 V-3 Ill" 4118" 4118" 1 l'-3 7/8" 4" 4" 11'-2" W 5'-6" 11'-6" I I 11'6" 5'-6" # * o - - l Z) W� L---------14'41— -- ------ co �Z T/2 `�` 3243t�4. Q DRAWING: 1NL � SHIP LOOSE ROOF STATE OF NEW YORK ARCHITECT OR ENGINEER OF 2ND FLOOR PLAN NOTE:REVERSE FLOOR FRAMING AT ALL CANTILEVERS FRONT THE WALL CERTIFICATION STATEMENT THE PLANS AND SPECIFICATIONS OF THIS 8'-6"CEILING HEIGHT PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A 3a LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANYWAY ENGINEERING# i 220081 1-1 I 1-2 DRAWN BY:CHECKED BY: MJC XX 46 112" DATE: WALL BRACING PER 2020 RCNYS 6-18-20 X 2'9 518" 2'9 5I8" 2'-9 518" 2' 5/ 2' 2'9 5/8" 2'-9 5/8" 2'-9 5,rg^ X WIND SPEED(Vult): 117 EXPOSURE CATEGORY: B SALESMAN: 1-A BRACED WALL LINE: 1-A 1-B 1-1 1-2 JOHN LUTKOWSKI BRACED WALL LINE LENGTH(ft.): 48.38 48.38 35.00 35.00 MODEL: BRACED WALL LINE SPACING(ft.): 35.00 35.00 48.38 48.38 No.OF STORIES: 2 2 2 2 TWO STORY SUPPORT CONDITION: Roof+1 Floor Roof+1 Floor Roof+1 Floor Roof+1 Floor m-�m EAVE TO RIDGE HEIGHT(ft.): 9 9 9 9 STORY HEIGHT(ft.): 11.0 11.0 11.0 11.0 LIVING ROOM LIVING ROOM BRACED WALL METHOD: CS-WSP CS-WSP CS-W5P CS-WSP x X LENGTH OF BRACING REQUIRED PER TABLE 11.00 11.00 15.01 15.01 R602.10.3(1),Interpolated(ft.): EXPOSURE FACTOR-TABLE R602.10.3(1)ITEM 1: 1.0 1.0 1.0 1.0 oZ EAVE TO RIDGE FACTOR-ITEM 2: 0.97 0.97 0.97 0.97 >� STORY HEIGHT FACTOR-ITEM 3: 1.05 1.05 1.05 1.05 uj Uj Lu BRACED WALL LINE QUANTITY FACTOR-ITEM 4: 1.0 1.0 1.0 1.0 p Lu Lw U-ww ADDITIONAL GYPSUM FASTENING FACTOR- z ca co 1.0 1.0 1.0 1.0 o z z ITEM 7(METHOD GB ONLY,IF APPLICABLE): -E�:3: uj MINIMUM LENGTH OF BRACING REQUIRED Z w�� 1120 11.20 15.29 15.29 O 0 0"' . AFTER ADJUSTMENTS(ft.): Fj) c�0-1 z LENGTH OF BRACING PROVIDED(ft.): 22.42 4.06 2 30.73 25.67 w CO 0 a r----, r----� wwpw I I I I zza- 0 2x6 ______ ______ 2x6 0 � U 0 co • BRACED WALL SYMBOLS LEGEND: w N o KITCHEN ° ------ ------ ° KITCHEN cfl ®=CONTINUOUS SHEATHING BRACED WALL o T ------ ------ o Z F- ------ ------ F M O Q Q =HOLD-DOWN DEVICE(SEE SCHEDULE) _D-N a r,r,co� CO ------ ------ m > w io ti�' ti�' w o N ��N o 0 o O 0o HOLD-DOWN SCHEDULE W 0 0 L0 SYMBOL HOLD-DOWN co 61 2x6 fl X❑ 800#STRAP FROM WALL STUDS TO FLOOR BANDS O••02x6 2x60••O III I11 FASTENING REQUIREMENTS: Q CS-WSP:0.131x2.5"NAILS @ 6"o.c.EDGE&12"o.c.FIELD z 01 DINING ROOM DINING ROOM NOTE:CS-WSP SHEATHING SHALL BE FULL-HEIGHT SHEETS,INSTALLED VERTICALLY,WITH LONG EDGES OCCURRING OVER WALL FRAMING. ►/� Q M !!r- W V Z FOYER Iz :D. FOYER m� Z O oZ >o}� 1-B JAW oo Zw >>w ��ow 6'0 7116" 5'11 15116" 5'11 15116" 6'0 7/16" �RD *� pw oo o w zo mLL,L) _j a 7k * o m 0 0*32431-ji DRAWING: STATE OF NEW YORK ARCHITECT OR ENGINEER OF 1ST FLOOR SHEAR WALL CERTIFICATION STATEMENT PLAN FRONT THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: 9'-0"CEILING HEIGHT CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY 4 ENGINEERING# i 220081 2-1 2-2 DRAWN BY:CHECKED BY: MJC XX 48'11/2" DATE: v T-91/8" 9'-11 5/8" 9'-11 5/8" T-91/8" X 6-18-20 SALESMAN: JOHN LUTKOWSKI MODEL: _ TWO STORY WALL BRACING PER 2020 RCNYS m m WIND SPEED(Vult): 117 EXPOSURE CATEGORY: B X BEDROOM#1 BEDROOM#1 /, X BRACED WALL LINE; 2 A 2 B 2-1 2 2 BRACED WALL LINE LENGTH(ft.): 48.38 48.38 38.00 38.00 EO BRACED WALL LINE SPACING(ft.): 38.00 38.00 48.38 48.38 / No,OF STORIES: 2 2 2 2 v v z SUPPORT CONDITION: Roof Only Roof Only Roof Only Roof Only 0 >cico EAVE TO RIDGE HEIGHT(ft.): 9 9 9 9 T> STORY HEIGHT(ft.): 10.0 10.0 %0 10.0 0 or UJ LU BRACED WALL METHOD: CS-WSP CS-WSP CS-WSP CS-WSP I z z_z_ --------- LENGTH OF BRACING REQUIRED PER TABLE cn¢§� 620 6.20 7.76 7.76 z w R602.10.3(1),Interpolated ft): O_Too U) EXPOSURE FACTOR-TABLE R602.10.3(1)ITEM 1: 1.0 1.0 1.0 1.0 � ��z > ww EAVE TO RIDGE FACTOR ITEM 2: 0.94 0.94 0.94 0.94 � cwn can o www / STORY HEIGHT FACTOR-ITEM 3: 1.0 1.0 1.0 1.0 BRACED WALL LINE QUANTITY FACTOR-ITEM 4: 1.0 1.0 1.0 1.0 ==Q BATH#1 BATH#4 0 U U) ADDITIONAL GYPSUM FASTENING FACTOR- 1.0 1.0 1.0 1.0 ITEM 7(METHOD GB ONLY,IF APPLICABLE): w o o N Ear MINIMUM LENGTH OF BRACING REQUIRED ¢7 N 0 I I 0 AFTER ADJUSTMENTS ft): 5.83 5.83 7.29 729 0�o OLENGTH OF BRACING PROVIDED(ft.): 35.46 25.46 28.51 28,51 z 0 0 > ---�� 2x6 O o o O I I 0 0 o O 2x6 0 > c �Ml O00 o cis 2�o o BRACED WALL SYMBOLS LEGEND: 00 LO ®=CONTINUOUS SHEATHING BRACED WALL W o� 22112x I I 2112x ATTIC ATTIC I =HOLD-DOWN DEVICE(SEE SCHEDULE) BATH#2Lu �ccEs�s I I �ccE� BATH#5 bud HOLD-DOWN SCHEDULE --- RAISE FLR RAISE FLR SYMBOL HOLD-DOWN J\T -L-� -Z_ , ❑X 800#STRAP FROM WALL STUDS TO FLOOR BANDS FASTENING REQUIREMENTS: BEDROOM#3 BEDROOM#2 BEDROOM#2 BEDROOM#3 CS WSP:0.131x2.5"NAILS @ 6"o.c.EDGE&12"o.c.FIELD < Z NOTE:CS-WSP SHEATHING SHALL BE FULL-HEIGHT SHEETS,INSTALLED VERTICALLY,WITH LONG EDGES OCCURRING OVER WALL FRAMING, Z M M m�^nz / o D CD ------- -- / O o z >(D in J E2W. Q�ZW 0 / o Dw ~�Ow rico Luz M O= Off= if)>_ 77 7 /� / B "� � "�J Q N �N w T-1013/16" 4'-1013/16" 1 3'-111/8" T-111/8" 1 4'-1013116" 3-1013/16" o Q I I i m L p TL---------- ---------� ICJ DRAWING:- STATE OF NEW YORK ARCHITECT OR ENGINEER '9� 2a3 .I; 2ND FLOOR SHEAR WALL CERTIFICATION STATEMENT Q PLAN FRONT THE PLANS AND SPECIFICATIONS OF THIS 8'-6"CEILING HEIGHT PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A �� LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY ENGINEERING# 220081 DRAWN BY:CHECKED BY: MJC XX DATE: 6-18-20 SALESMAN: JOHN LUTKOWSKI MODEL: TWO STORY c DECO DORMER/ROOF CRICKET SUPPLIED BY SBS DECO DORMER 1 ROOF CRICKET SUPPLIED BY SBS &INSTALLED ON-SITE BY OTHERS. &INSTALLED ON-SITE BY OTHERS. RIDGE VENT RIDGE VENT L. - L - _-J T - T L I l�l 11 p _ L 12 Z, �' - _ - T - _ > T I I --- J ---- - LL Zozz O U' _ l 117 7 T - - - Z W Q - -- --- -- 0 of"0Z J Z- � - - _ TJ --- cl) 0�0Q - -- - L LI L - aaa I � CD CD 0- aQa T T H 1'-0" - - -- -- -- -- - __ FINISHED CEILING ALUM.FA CIA o 0 --_____._..__._ __ ___ ... -_ -_ ---_ __ LIJ N N O - - -- -- - -- -- PERFORA ED SOFFIT o d o N z oo^\\ oo^\� Lu -- I OUTSIDE CORNER r N uj r- �r-r-I--i1 rJ 12 - - II III I f III II I II I I II I -_ - - _ _- _ FINISHED FLOOR L_L.J-J�L� - 1 lu --------------------- - - -- �--------------------------- FINISHED CEILING --17---------------------------------------------- -- - - -- -- - --- I r — II IE=3111 I I IIIE=31 IE=3pl I I 111E_31 - -- --- - - - — --- IE_3NL_L�_�IIE-31 IE 311L_��_�IIE 31 II - = II IE=31f11EEJ IE=31f11E=31 - - o I I IEEE3111 1 I IpE=31 IE_3111 I I IIIE=3I - - -- I I IE=3111--�-I--ilIE=31 IE-3111 I- 1 11 E-31 - - - = p l I i III_I I - III I I I p - I - - 1I IE=3 L 1 1 J E=3 E=3 L LJ J E=3 _._ -- --- -- - 1 L--L=====�--J - - -- - - -- _ ---- --- - II -- - —_ - - - - - FINISHED FLOOR --- - -- __ - TOP OF SILL L------ -__- - --- - --__ � - - ---------------------------------------- __—= GRADE - W Lo m GARAGE ON-SITE BY OTHERS FRONT ELEVATION ACCESS TO GRADE BY OTHERS °0�'CD m a-W w O Cc) NOTE:ALL SHUTTERS I AND WINDOW TRIM TO BE SUPPLIED&INSTALLED ON-SITE BY THE BUILDER o=Z W Ylo Dw ~of0W LJJ O T O U ccr� ' W rn AVG GRADE LIJ m A N O QN W Q 4. 'S _1 w 2 o ¢�' , *D 4q O m Z 4. R � DRAWING Ix f STATE OF NEW YORK ARCHITECT OR ENGINEER ttr FRONT ELEVATION CERTIFICATION STATEMENT THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: 243�'#-y� CONSISTENT WITH THE PLANS AND NTS OF ttN4 SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER 5 LETTER. 1 1THIS ITEM IN ANYWAY DECO DORMER I ROOF CRICKET SUPPLIED BYSBS ENGINEERING# _ DECO DORMER I ROOF CRICKET SUPPLIED BY SBS &INSTALLED ON-SITE BY OTHERS. &INSTALLED ON-SITE BY OTHERS. 220081 (2)SLANT-BACK ROOF �-Z -� ^I H r:�- - L L L... SLANT BACK R00 \ !` (2) F DRAWN BY:CHECKED BY: �T -_ J J �� __ L�,_ VENTS REQUIRED TIL L= �L T. CJi �r T J VENTS REQUIRED ` - _ L 17 _ T LL-1TL MJC XX - r1 `_.., ---1 �I_l.]-.�Z_�t�,.y. 12 5 DATE: _ J T- _ 12 r C -4-I L1 L L7 4 - �_r12 U f r _—� —I _T\r�r ;� _1'L,F 7- - - T_L. Y L 1_` 6 18 20 — �. 1 [ _ T Y �L SALESMAN: - _ L] =1 L C L 7 i 7 �_ 1111111EIIEILIII JOHN LUTKOWSKI MODELFINISH _ __. -- ---- - ._,...�...�_,._,.�_ - TWO STORY to - - --- SHIP LOOSE FOYER ROOF SUPPLIED 3Y 58S SHIP LOOSE FOYER ROOF SUPPLIED BY SBS - - _ _ - 47 ormn i a °- -'" _ &INSTALLED ON-SITE BY OTHERS. ___ _ &INSTALLED ON-SITE BY OTHERS. _ � FM -e v__----_-�1_' FINISHED FLOOR -L- __ - -- ---- --- --- --. - --:.. --- FINISHED FLOOR - �i O F- *FINISHED CEILING -._- - - n h ---- - -- -- - -- - _ --- -- - - --- --- �W W -- -- LU W -- L� ®� 00cDc� G - -AI II III II II IL - - ® ® opv) II�---------------ll IE---------------�j L - -- cn ��zQ �I II II II II II -- -- - -- - - aaa 11 II II it I C _ - - -- _ - ----_ cn CO p IF---------------il IF----------- it I{- _. -- - - _.- - _ --- w W W I! IIL __ z z g -. _- - -FINISHED FLOOR ----------------�I If----------------�I .. ---- FINISHED FLOOR GRADE - - a I__JI II ---_--�I I� I _ _ - -- -- o CD ----- -- RIGHT ELEVATION u'`" LEFT ELEVATION Q N O AVG GRADE z O AVG w W W � RIDGE VENT - RIDGE VENT -, - _ l L r� r T` I , L I_ - T _ �l J J 1r - _ TJ-I L-� Z L_ - J �L7Z tz `. �` r r `T J L T— 1 I� L�� 1-. - - _ Z1 -_ L 1wl jlL_.Lr �, L L `J �` �_ �-_I ! 1 LJ y - T T J L �7 I r ._ ..-._ l_._.T.L �.-, �-, � .-I_�.-L'.�_T L _ I._-T~ r.--- - *FINISHED CEILING AL .FASCIA _ _. - --- --- - - - -- ----_-___ PERFORAT D SOFFIT - - - ----- -- ---- - - -- -- - m - - - OUTSID CORNER - - - -- I Z _-- - - -- - I _ FINISHEDFLOOR --. - - _ .--_... -:._ : - --- �F F Z m r I--o I �� mZ 1 f / 0 �W w�O i *FINISHED CEILING ;, -,�LiW r / ----------------------------v-� O p I.LI2 Z (If ILL - - - {-- _ - �::sue °° =cn h O w - - r ®es FFF� -- r- 1 II LuLi _ O= O� - _ IEr'�11 1 I IIEr'�1 IEr II I I II '�I I I p cn U z M C) - IE=31IE=31 IE_3I1E=31 I I 0 rn W IEE311 I I a1EE31 IE=311 I I IIEc_31 I I N N } a IE=3IL_L.J_JIE=31 IE=31L_u_�I�_31 R`�A O �_`�� IE=3I°� E=31 IE=3I°�__IE�31 IE=31h-F-�-_l1EE31 IE=31F-F_'-_'1E=3I -1° LJ II I MI I_ II=_I II 7r� I - - L=38.®s_�®L_J L_sueL_J wp J �O LLI co z FINISHED FLOOR -- - -- ---- - - _ _ - - - - - - - -- lS� Qkl' DRAWING: sos ..� 0�243E"� ��{ r� �'r'�=r ram"-i-r i�r�_r� STATE OF NEW YORK ARCHITECT OR ENGINEER .,R 11 ELEVATIONS II[11-r I IE �11 I I ICI I I IIEr I I 11 I I ICI I I 11 '�I NI ,ter I 110 IE31I=1 1E=3CERTIFICATION STATEMENT F 4� - -aII �+ I IE=3II I I IrI I I 11E=31 IE==311 I 1 IIwI I I III=31 II '�°� II THE PLANS AND SPECIFICATIONS OF THIS 1 IE=31L1_LJNL1_LJIE=31 I=31L1_L_J�L1_LJ1E=31pI11 Ii IE=3 E=31 IE=3 E=3{ 11 SCALE: FM PERMIT SET ARE DERIVED FROM AND11 „�,��, 1 IEE3IF--4-1 1j�4-I-E_31 IE_31-31 F-4-4-11l-- �1E=31 n ®q� I CONSISTENT WITH THE PLANS AND NTS ----- I!E"IP�1 IE=311 1 1 111 1_L 1 -3I 31 I °E=31Li_i 11 E 3I 1!P"'11'1 II I � � y i i i i si SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING.IT IS A VIOLATION OF THE NYS SHEET: 11 Li Lj 0 u LJ LJ I NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, - u U REAR ELEVATION I UNLESS HE IS ACTING UNDER THE DIRECTION OF A '16===__ DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER 5a GRADE LETTER. �_—_—_ THIS ITEM IN ANY WAY ENGINEERING# CTICAL NOTES: 1. ALL ELECTRICAL WIRINGANDDEVICESINSTALLEDBY ELECTRICAL SYMBOLS LEGEND Electrical Load Calculation 220081 MANUFACTURER SHALL BE DETERMINED NECESSARY AND DRAWN BY:CHECKED BY: PLACED IN ACCORDANCE WITH THE APPLICABLE VERSION OF THE $ SINGLE POLE SWITCH J❑ JUNCTION BOX 40 4"RECESSED LIGHT wHF WHOLE-HOUSE FAN NATIONAL ELECTRICAL CODE.ACTUAL LOCATIONS OF Date: I 1212/2020 Signature Building Systems MJC XX ELECTRICAL DEVICES IN THE MODULES MAY VARY FROM THOSE $3 THREE WAY SWITCH ® MAIN ELECTRIC PANEL O 6"RECESSED CLG LIGHT E] EXHAUST FAN DATE: DEPICTED ON THESE PLANS,BUT IN ALL CASES SHALL CONFORM 5"RECESSED EYE TO THE APPLICABLE VERSION OF THE NATIONAL ELECTRICAL $° FOUR WAY SWITCH m SUB PANEL O BALL LIGHT RH RANGE HOOD ! t p, �+ 6 18-20 CODE. NIRe FURNACE SAFETY SWITCH Project Name I Number: Lazz Development-Ridge St Duplex-Typ.Unit SALESMAN: OILY$`°`° DISCONNECT AT 60"A.F.F. WP WEATHER PROOF �s- WALL SCONCE cv CENTRAL VAC PORT 2.WALL SWITCHES TO BE 48",RECEPTACLES TO BE 14",AND GROUND FAULT I I l JOHN LUTKOWSKI COUNTERTOP RECEPTACLES TO BE 48"(38"VANITY)TO THE CDTHERMOSTAT GFI CIRCUIT INTERRUPTER O UNDER CABINET LIGHT GD GARBAGE DISPOSAL - --- . BOTTOM OF THE BOX FROM THE FINISHED FLOOR(HEIGHTS ARE CHIME ARC FAULT CIRCUIT Air Conditioningi 10512 MODEL: APPROXIMATE). . DOOR CHIME BUTTON AFCI INTERRUPTER O FLUORESCENT WALL LIGHT I _ 3. ANY WALL 2'-0'IN LENGTH OR GREATER WILL HAVE A MOISTURE RESISTANT; ! I TWO STORY RECEPTACLE(HABITABLE SPACE ONLY) 0 DUPLEX RECEPTACLE MR APPROVED FOR WET LOCATIONS ® 2x2 FLUORESCENT LIGHT Central Electric Space Heating ) 4. KITCHEN COUNTERTOP RECEPTACLES SHALL BE INSTALLED IN � 220 U RECEPTACLE � CEILING LIGHT ®2x4 FLUORESCENT LIGHT ��""' �� 0 SUCH A WAY SO THAT NO SPACE OF COUNTERTOP MEASURED ALONG THE WALL WILL EXCEED 2'-0",(4'-0"BETWEEN 2 RECEPS.) 1/2 SWITCHED RECEP Fri FAN LIGHT COMBO FS7 SMOKE/CO COMBO - --1------- AND NO COUNTERTOP SPACE GREATER THAN 12"WILL BE Less Than Four Separately Controlled WITHOUT A RECEPTACLE.ALL RECEPTACLES WILL BE GFCI SWITCHED RECEPTACLE P EXTERIOR LIGHT �S AC/DC SMOKE DETECTOR - PROTECTED. in .`�5 0 A/C RECEPTACLE VANITY LIGHT CO CO DETECTOR Electric.S aCe Heating Units X- P 5.RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG b I THE WALL SHALL BE MORE THAN 6 FT FROM A RECEPTACLE, T© TV JACK SPOT LIGHT HD HEAT DETECTOR o 6. A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,WITHIN 10 Four or More Separately Controlled _ FT OF BEDROOMS,AND INTERCONNECTED WITH SMOKE ® PHONE JACK © PENDANT LIGHT P.E. PHOTO-ELECTRIC 'UJ co-�' >F-~ Electric Space Heating.Units x.40 0 LU DETECTOR.(COMBINATION SMOKE AND CO DETECTOR MAY NOT [ > BE USED IN THE STATE OF MA) I ( o Ui LU 7. SMOKE DETECTOR SHALL NOT BE LOCATED WITHIN 20 FEET OF -®-- -��---y�-- ----- z o o THAN 3 FEET HORIZONTALLY FROM KITCHEN OR BATHROOM 200 AMP SERVICE PANEL TYP.EACH UNIT he air-conditioning or the I o Z KITCHEN OR 3 FEET OF BATHROOM AND IF LOCATED CLOSER LIGHT SCHEDULE the larger oft g _- _..-- - -__.� -.- - z w� Use diversified demand of the heating load. i o cr o� DOOR WHEN HALLWAY OR OTHER ROOM RESTRICTS DETECTOR L HALL 75940-15 BREAKER BREAKER d - _--.-,- - Z H CIRCUIT SIZE WIRE WIRE SIZE CIRCUIT S i'" cn [ifMOUNTING OPTIONS THAN THAT SMOKE DETECTOR SHALL BE DESCRIPTION DESCRIPTION - SIZE SIZE r > w w IDENTIF . a a PHOTOELECTRIC TYPE. AMP VOLT qMP VOL w ga cn o 8. A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A 1 SMALL APPLIANCE(AFCI) 20A 110 12-2 12-2 20A 110 SMALL APPLIANCE(AFCI) 2 Other Loads: w W w L BEDROOM 79543 15 _�.- z z LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR LEVEL B BATHROOM 3 DINING ROOM(AFCI) 20A 110 12-2 12-2 20A 110 REFRIG.(GFI/AFCI) 4 I INCLUDING BASEMENT OR CELLAR AND(IN MA FOR EACH 1200 5 WASHER(GFI/AFCI) 20A 110 12-2 12-2 20A 110 DISHWASHER 6 _ Watts or Circuit _ Wire v v m SQ.FT OR PART OF)SHALL BE INSTALLED IN EACH BEDROOM, {L} KITCHEN 79543-15 7 BATH GFI 20A 110 12-2 SPARE 8 General Lighting i SgFt) Volt-Amps AmpaGity Size YK o0 OUTSIDE EACH SEPARATE BEDROOM IN THE IMMEDIATE VICINITY 9 10 1 St story 14-2 - 847 x 3 2541 15 A ! - ¢N�o OF BEDROOM,NEAR THE BASE OF ALL STAIRS WHERE SUCH RANGE 40A 220 8-3 10-3 30A 220 DRYER .- ) a o 0 STAIRS LEAD TO ANOTHER OCCUPIED FLOOR.THEY SHALL BE L KITCHEN 5326-15 11 12 WIRED IN SUCH A WAY THAT ACTIVATION OF ONE WILL ACTIVATE KS SINK 13 GENERAL LIGHTING(AFI) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING(AFI) 14 2nd Story 919 X 3) 2757 15 A 14-2 ALL,AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL 15 GENERAL LIGHTING(AFI) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING(AFI) 16 Small Appliance Circuits( 3 x 1500 ) 4500 20 A 12-2 s DINING �nrNmv�o� SMOKE DETECTORS ARE INSTALLED BY BUILDER THEY MUST BE L 31036-962 17 GENERAL LIGHTING(AFI) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING(AFI) 18 p Q INTERCONNECTED WITH ONES INSTALLED BY MODULAR D ROOM 19 GENERAL LIGHTING(AFI) 15A 110 14 2 4 2 15A 110 GENERAL LIGHTING(AFI) 20 Range 8500 40 A 8-3 UJ MANUFACTURER, 21 SPARE SPARE Dishwasher 1500 20 A 12-2 9.NONMETALLIC-SHEATHED CABLE SHALL BE TYPE NM-B. -� NOOK 31035-962 10.CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABELED N 23 SPARE SPARE 24 Garbage Disposal 0 20 A 12-2 W OR LISTED BY A NATIONALLY RECOGNIZED TESTING LAB.THE FOYER 25 SPARE SPARE 26 EQUIPMENT SHALL BE SUITABLE FOR LOCATION AND USE AND IN FLUSH& 51035-962 27 SPARE SPARE 28 'Washer 1500 20 A i � 12-2 COMPLIANCE WITH ITS LABEL AND LISTING. OFHANGING 11.ALL RECEPTACLES TO BE GROUNDED TYPE. FOYER 29 SPARE SPARE 30 Dryer 5000 30 A 10-3 12.STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS,AND L HANGING 51075-962 31 SPARE SPARE 32 EXTERIOR WALLS AS REQUIRED. Yr2 2-STORY 33 SPARE SPARE 34 RefrEgeratOr 1500 20 A 12-2 13.ALL HOLES THROUGH PLATES IN WALL MUST BE FIREBLOCKED, CLOSET 35 SPARE SPARE 36 Water Heater 5500 30 A ! 10-2 14,AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS UNDER 5326-15 37 SPARE SPARE 38 Q OF 10'-0"OR MORE IN LENGTH. `��"0- STAIRS Other 0 N/A N/A 15.CIRCUITS'7","8"&"33"ARE DEDICATED FOR CRAWL SPACE OR 39 SPARE SPARE 40 Z BASEMENT WIRING OR EQUIPMENT INSTALLATION,AND ARE OG GARAGE 79543-15 - -- - -- INSTALLED BY BUILDER ON SITE(GFCI PROTECTED). 3 Subtotal: 33298 - - -- V 16.ALL GFI RECEPTACLES SHALL BE LOCATED IN A READILY FRONT EXT. 8510-26 ADDITIONAL NOTES: ACCESSIBLE LOCATION W'P 1. DWELLING SHALL HAVE A WHOLE-HOUSE MECHANICAL VENTILATION 17.RANGE HOODS TO BE VENTED TO THE EXTERIOR.IF KITCHEN IS REAR EXT. 8509-26 1 - ,_----_ SYSTEM INSTALLED ON-SITE BY OTHERS.THE WHOLE-HOUSE FAN SHALL - l First 10 of other loads 100% _ 10000 � PROVIDED WITH 4%OF FLOOR AREA WITH NATURAL VENTILATION, --.----- KW a@ Y_ NON-VENTED RANGE HOODS MAY BE USED. IC SPOT LT WPLKIT2 BE WIRED FOR CONTINUOUS OPERATION AND IS REQUIRED BY CODE. -� I 18.ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL THE AIRFLOW RATE FOR THESE DWELLINGS ARE BASED ON TABLE Mp,q Remainder of other loads 40% R MUST HAVE CIRCUITS WIRED INTO PANEL ON SITE. 5" 23298 X.40 9319 11128-QC 1505.4.3 1 OF THE 2018 IRC AND IS AS FOLLOWS; ' -..._- -_- __.-_ _.._.._.. m,. _........_...- -___..__ 0 19.LOCATION OF ELECTRICAL PANEL IN CRAWL SPACE MODELS IS TO OR RECESSED 11151AT-14 �) �,4p►RY� '',�► i Z COMPLY WITH ARTICLE 312 OF THE NATIONAL ELECTRICAL CODE. CAN DWELLING AREA= 1,766 SQ FT, 3 BEDROOM. - 20.ALL OUTLETS SHALL BE ARC FAULT PROTECTED,INCLUDING 4, AIRFLOW REQUIRED= 60 CFM. Heat or A/C from Above i �10512 �` Z SMOKE DETECTOR. O RECESSED 1105 21.ALL RECEPTACLES REQUIRED BY SECTION 210.52 SHALL BE CAN 2. BUILDER TO SUPPLY AND INSTALL(1)THERMOSTAT CAPABLE OF # # '- w � m TAMPER PROOF. 5' SUPPLYING OF AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE _� -� �-(D Z >� o E RECESSED 11128-QC 01 Total Calculated Load.s - 20031 O o - wo r 22.CEILING LUMINAIRE BOXES SHALL BE RATED FOR 50 LB. O 11136AT-15 SET POINT OF THE LARGEST ZONE. ''` z J E W 0 Z w 23.BALCONIES,DECKS OR PORCHES WITH USABLE AREA OF SHALL EYEBALL 3�431` Q W=0 =0 r 3. 90%OF THE LIGHTING FIXTURES SHALL HAVE HIGH EFFICACY LAMPS. '�' `�` BE PROVIDED WITH A RECEPTACLE LOCATED NO MORE THAN 6'-6' RECESSED - --- __... 0 w ~0 o w n 11128-QC �fi� Required _.. - ABOVE AREA SURFACE, AMP MOISTURE 11155AT-15 q p 0 o= �o Re hired Service Size: 29831 _ 240 124-3 Amps o U)0 wZ m PROOF CDM r 24.ALL FOYERS NOT PART OF A HALLWAY 10'-0"OR GREATER IN I N , N>-w LENGTH,AND HAVING AN AREA GREATER THAN 60 SgFt SHALL FAN MINIMUM PROVIDED LOCAL EXHAUST RATES N a HAVE RECEPTACLES LOCATED IN EACH WALL SPACE 3 Ft.OR F/L LIGHT 3677H AREA RATE Additional Sub-panel Size= 0 Amps Installed Panel Size 200 Amps J = MORE IN WIDTH AND UNBROKEN BY DOORWAYS,FLOOR TO I L CEILING WINDOWS AND SIMILAR OPENINGS LIGHT BAR 2 KITCHEN 100ch INTERMITTENT or 25 cfm CONTINUOUS. Marc panel amps @ 80% = 160 Amps � Q ry 25.WHERE SWITCHES CONTROL LIGHTING LOADS SUPPLIED BY A �� VSB48 bBL 44035 962 m �Z GROUNDED GENERAL PURPOSE BRANCH CIRCUIT,THE VSB60 DBL GROUNDED CIRCUIT CONDUCTOR SHALL BE PROVIDED AT THE LIGHT BAR 3 TOILET ROOM DRAWING: BATHROOM 1 50ch INTERMITTENT or 20 cfm CONTINUOUS• Total Service Provided = 240 Amps SWITCH LOCATION. �� VSB36,42,48,60 44036-962 26.GARAGES SHALL BE PROVIDED WITH GFI PROTECTED I STATE OF NEW YORK ARCHITECT OR ENGINEER ELECTRICAL NOTES RECEPTACLES,INCLUDING ONES PROVIDED FOR DOOR OPENER. CERTIFICATION STATEMENT THE PLANS AND SPECIFICATIONS OF THIS SCALE: PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY 6 ENGINEERING# NOTE: 1. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL I 220081 BOXES ON OPPOSITE SIDES OF FIRE-RESISTANCE-RATED DROP TO DROP TO WALLS SHALL BE SEPARATED BY ONE OF THE BASEMENT TO ON-SITE SWITCH_ BASEMENT DRAWN BY:CHECKED BY: PANEL BOX IN BASEMENT PANEL BOX MJC XX FOLLOWING: DATE: a. BY THE HORIZONTAL DISTANCE SPECIFIED IN THE 13 13 i}h 6-18-20 LISTING OF THE ELECTRICAL BOXES 13y{� SALESMAN:1,3 b. BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTION M JOHN LUTKOWSKI 302.11 01 T-6" 3'-6" 3-6" T 6" MODEL: C. BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS a° ---------------?13 4°13 STD k 4" (4 --------------- 4" TWO STORY d. BY OTHER LISTED MATERIALS AND METHODS 3'-6" 13 LIVING ROOM I I HT ( I 17i" LIVING ROOM 3 6 }0 0 m�_m I 2. THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE I I I 13 d Q I I I AND THE LISTED ELECTRICAL BOXES SHALL NOT EXCEED 1/8"UNLESS LISTED OTHERWISE. I I I I I I 4 ----------- 4° 4" ----------- 13 4" 13 13 0 13 13 `�' I I w�� w w x» L--------------i r-------------J-- QaC0 `' Ir----- -il w w 13 � -1 F------ I ��c�D I I 0zz I I cn¢3:�: Q LE E9/11 ter— 1 I I � --�� z� < 1 " 1 1 c� 4 c� 13 I 13 I 0 0 0 c� O co GFI 2 RH 14 I I I I I I RH GFI w a u a NOTE:CIRCUIT ASSIGNMENTS I I L_ 0 2xs 2x6 0 _J LU U a ARE THE SAME FOR EACH UNIT. r---- —i M -- _ m ---� ¢a a � I N 0 0 9n KITCHEN_---- C. --- i r, ° 154�--- --- f-- ° i co Q0 _ KITCHEN W N N DW6 14 4„ r---II 1 = -�o---- ---off- = 1 I�----� 4" DW ❑oo� I G I 14 I I —�---- ----L— I 1 GFI Q N 1 I 5'6° I PH I 1 15 m F!L 15 FIL m I I PH I 5'6" I , ------ ------ = z J m I 1 44' 1 ---A- ---A, I 4" I I I I M ��NM�Lo(ti GFI 2 114 I 0' = __ `►/ 'V _ _ 1'h1" I I GFI w NOTE:ELECTRICAL DEVICES,WIRING,FIXTURES ETC. GFI 4" I I 1 7 GFI I \ '1 GFI I I I j 4° GFI SHALL BE SUPPLIED AND INSTALLED BY THE BUILDER, 15 I I o ~-I' o I I m THIS INSTALLATION SHALL BE INSPECTED AND 2 _ I I l r 0 I I /--01, WAPPROVED BY THE LOCAL JURISDICTION. 2x6 I 2xs WI E -- -- WI E TON Y i ON I _J m m SL zxs0 D 0••o2xs 16 ®3 N 1 Fm 3 1 rs� Ii1 0l to In rsI , o L__J III 16 BSMT N N BSMT 111 Q 1 14(4�N ----------- --}j� 1P rr- -�� (4� ��-`----------N-(4�Y 11 T 'I" I _ I _j I I I I I I 1L---- i o I r--- L i--------------J I I L--------------I J I I m I co DINING ROOM -----i I I ----- DININIG ROOM Q 3 1 14 I I I I co I ¢ ,+ I 3 I L I I I I L I I I T-11" N T-11" I I i N I I I I N I `� J I "o I I I I � I 2'-0" 11'10" -------� _ ------� 11'10" 2'0" z 4" -------- ---------- 4" 1 I 4" -------------------- 4„ Z 14 -- 14 I FOYER I w 3 15 1 15 FOYER I } >� o 0 C) o Jew o�ZW WP Lu WP Z)w ~�Ow 15 GFI 15 15 GFI 1 0 0 C W0°�°2 4 15 I c ,pppRY '�r�Ap N`�0 �N __J W Qo �pm �z HEAT NOTE:HVAC SYSTEM DESIGNED,SUPPLIED AND �P IJ 02aa�-� (� DRAWING: INSTALLED ON-SITE BY OTHERS. 15 ,0 .� STATE OF NEW YORK ARCHITECT OR ENGINEER F N, 1ST FLOOR ELECTRICAL CERTIFICATION STATEMENT PLAN THE PLANS AND SPECIFICATIONS OF THIS SCALE: PERMIT SET ARE DERIVED FROM AND FRONT CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: 9'-��CEILING HEIGHT NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A �� LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY ENGINEERING# NOTE: 220081 1. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL DRAWN BY:CHECKED BY: BOXES ON OPPOSITE SIDES OF FIRE-RESISTANCE-RATED ' MJC XX WALLS SHALL BE SEPARATED BY ONE OF THE 17 19 `FY DATE: FOLLOWING: 17 I M I 6-18-20 I I I I SALESMAN: a. BY THE HORIZONTAL DISTANCE SPECIFIED IN THE 1 I JOHN LUTKOWSKI LISTING OF THE ELECTRICAL BOXES t I b. BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTION j I MODEL-- 302.11 BEDROOM#1 I STD srD I BEDROOM#1 TWO STORY HT HT 1 c. BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS I 19 TV I TV I m d. BY OTHER LISTED MATERIALS AND METHODS 2. THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE 17 I Q I Q I I I AND THE LISTED ELECTRICAL BOXES SHALL NOT EXCEED I I 1/8"UNLESS LISTED OTHERWISE. I I I 16 I I I o ————————————————————————————————-- WIRE ONLY I S 5 I WIRE ONLY W w W w» 17 �erO 19 T T 0 ui ZOO OZZ zw�¢ --- L————— o o o z r BATH#1 I I 16 11 BATH#4 > w w 1'6" t —JI 1'6" w coda -- ----- -------- I I ------�_- --J I I F CD 0 n. 1941 r----- -- —_�------ -----, I NOTE:CIRCUIT ASSIGNMENTS 17 = ARE THE SAME FOR EACH UNIT. co 0 I I I I cn co u I I I I 0 N p I GFI i I I I I i GFI( I ) N o 0 16 I I I \IV\1/// WNNO I i F� 2x6 O o 0 0 o o O 1 ,- ,- 2x6 ��D �N .o I GFI I I I I I GFI 1 o N I o C3c8 2x®o I I .� N A 4, - /L ——J r I 1 � , L—— F 4" 18 I 1 22 112x I I 221/2x I I 1_ 18 1 1 30 1'10" 30 I I -------, 1 I1 ATTIC 4" - 4" - ATTIC II 1 ——————— LV b BATH#2 I cc 16 �, �ccE�t 1 BATH#5 �- t �411 6 1618 I0J I 20 � RAISE FLR RAISE FLR Q IQOOI L 20 � �4I IIiI - \ 18 I _ V TV JACK ONLY 1 1 TV JACK ONLY ITv @ 60"AFF 1 I @ 60"AFF T I BEDROOM#3 1 S 16 BEDROOM#2 20 BEDRO�M#2 s i BEDROOM#3 20 I I Q 1 18 V TV JACK ONLY TV JACK ONLY Ev z V @ 60"AFF I ' 1 @ 60"AFF T i Q I I z Lu ————————————————————————————————— I t I I I �� z r--J r----J L'----� L--� 0-I Z �C7o0 O o� wez� J E W 18 18 I I j�n F—�on 20 20 uI o= �o�= n coo LUZmU _ F- Q d I I I I ¢I C) W F— I I � a m uo L——————————I——————————J T DRAWING: ' STATE OF NEW YORK ARCHITECT OR ENGINEER "�� 243t.41 2ND FLOOR ELECTRICAL CERTIFICATION STATEMENT OF N PLAN FRONT THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: 8'-6"CEILING HEIGHT CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY 6b # ALLOWABLE FALL IN TRAP ARM:THE TOTAL FALL IN TRAP ARM DUE TO PIPE SLOPE SHALL NOT EXCEED ISLAND VENT VENT THRU ROOF PLUMBING NOTES: ENGINEERING ONE PIPE DIAMETER,NOR SHALL THE VENT PIPE CONNECTION TO A FIXTURE DRAIN,EXCEPT FOR TO GAS SUPPLY IF r�noo� WATER CLOSETS AD SIMILAR FIXTURES,BE BELOW THE WEIR OF THE TRAP,VERTICAL LEG FOR WASTE BRANCH CONNECTS (MA ONLY) OR CONNECT TO ALL PLUMBING CONSTRUCTION AND MATERIAL BELOW THE MODULAR FLOOR AND BETWEEN FLOORS IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR AND IS TO BE DONE IN ACCORDANCE WISTATE AND LOCAL CODES. LL FIXTURE DRAINS: /-TO APPLIANCE OR OTHER VENTS 2. CONCEALED PIPING IN UNHEATED AREAS,INCLUDING OUTSIDE WALLS,SHALLBE PROTECTED AGAINST FREEZING IN PLANT.PIPING SHALL A VERTICAL LEG("B"IN DIAGRAM)MAY BE INSTALLED IN THE TRAP ARM OF A WASTE-VERTICAL LEG FOR TO APPLIANCE IF BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE, WASTE FIXTURE DRAINS:A VERTICAL LEG("B"IN DIAGRAM)MAY BE INSTALLED IN THE TRAP ARM OF A BRANCH CONNECTS SAN-TEE 3. ALL WASTE AND VENT LINES IN MODULES ARE ABS OR PVC PIPE,ALL SUPPLY LINES IN MODULES ARE COPPER,PEX,OR CPVC, DRAWN BY:CHECKED BY: A B TO GAS SUPPLY WASTE-FIXTURE DRAIN IN LIEU OF THE USUAL TRAP ARM TO VENT CONNECTION,TYPICAL 4. PITCH ON HORIZONTAL WASTE LINES IS 1l8"PER FOOT FOR 3"DIAMETER PIPE AND LARGER,114"PER FOOT FOR LESS THAN 3"DIAMETER MJC XX INSTALLATIONS INCLUDE ISLAND SINKS AND FIXTURES NOT ADJACENT TO A WALL.VERTICAL LEG TRAP PIPE. ARM INSTALLATIONS SHALL MEET THE FOLLOWING CRITERIA: KITCHEN SINK -NEAREST 5, WASTE LINES:INSTALL WYE WITH CLEAN-OUT PRIOR TO EXITING WALL FOR CONNECTION TO DISPOSAL SYSTEM.4"MINIMUM WASTE LINE DATE: 3"VENT THRU ROOF TO SEPTIC(BY BUILDER IN FIELD). W_ 1. MINIMUM TRAP DIAMETER SHALL MEET CODES VERTICAL PARTITION 6, WASHER SHALL HAVE MINIMUM 2"TRAP. 6-18-20 3"DROP T01 1ST FLR c 2, THE DIAMETER OF SECTION"A"SHALL BE EQUAL TO THE DIAMETER OF THE TRAP, FIXTURE 7. REMOVABLE TRAPS UNDER ALL SINKS TO PROVIDE CLEAN-OUT ACCESS. TEE 8 GARBAGE DISPOSAL MUST HAVE SEPARATE TRAP.DISHWASHER CANNOT DISCHARGE INTO GARBAGE DISPOSAL. SALESMAN: VENT 9, KITCHEN SINK SHALL HAVE 2"DRAIN WHEN A GARBAGE DISPOSAL OR DISHWASHER ARE CONNECTED. TABLE P-2206.7.1 3. THE LENGTH OF SECTION"A"SHALL BE NOT LESS THAN 8"AND IN ACCORDANCE WITH TABLE P-2206.7.1. 10, HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 45"WYES,LONG SWEEP 90° MAXIMUM LENGTH OF TRAP ARM"A„ CONTINUOUS ELBOWS,LONG SWEEP WYE'S,6TH,8TH,OR 16TH BENDS,APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. JOHN LUTKOWSKI 4, THE DIAMETER OF SECTION"B"SHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION:A", NIPPLE OF WASTE SHORT SWEEPS ARE PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION ON X PIPEAND LARGER. MODEL: DIA. LENGTH ANY LENGTH 11 ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT (INCHES) (FEET) 5. THE LENGTH OF SECTION"B"SHALL BE NOT MORE THAN 36 INCHES CLEANOUT BRANCH, TWO STORY CAP 12,PVC-DWV PIPE SUPPORTS:AT BRANCHES,CHANGES IN DIRECTION,AND AT THE BASE,EACH FLOOR AND MID STORY(VERTICAL)MAXIMUM 1-114 3,5' 1n EVERY 4'-0"AT THE END OF BRANCHES,AND CHANGE OF DIRECTIONS OR ELEVATION. 6. THE DIAMETER OF SECTION"C"SHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION"B". 4 GRADE 13.PIPE PENETRATING FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING SHALL BE FIRE STOPPED WHERE REQUIRED BY ALL CODES WITH r 0 0 U 1 1/2 5' P-TRAP PER FOOT MATERIAL EQUIVALENT TO CONSTRUCTION THROUGH WHICH IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL,OR USE METAL PIPE m 2 M 00 2 8 7. THERE IS NO RESTRICTION ON THE LENGTH OF SECTION"C" FROM A MINIMUM OF ABOVE THE FIRE RATED ASSEMBLY AND DOWN, 3 10' SEDIMENT TRAP INSTALLATION 14.FIRE STOPPING SHALL BE PROVIDED AND VERIFIED BEFORE IT IS COVERED OR CONCEALED IN THE CONSTRUCTION PROCESS, 4 14' 8. BENDS SHALL BE THE DIAMETER OF THE LARGEST CONNECTED SECTION. METHOD 15. ANY STRUCTURAL MEMBER SUBJECT TO HOLE DRILLING,CUTTING,OR NOTCHING SHALL COMPLY WITH SECTION 602.6 AND 802.7(2015 IRC 502.8.1 AND 802.7.1.1).IF THE LIMITS ARE EXCEED THE MEMBER SHALL BE LEFT IN A SAFE STRUCTURAL CONDITION BY BEING VERTICAL REINFORCED,REPAIRED,OR REPLACED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE CODE. FIXTURE 11"FOOT VENT 16 FIELD TESTED FOR LED(ON-SITE)PIPING SHALL BE APPROVED BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICER.PIPING SHALL BE FIELD DRAIN 1S. 7, BATH TUBS,INCLUDING GARDEN TUBS,HYDRO-MASSAGE,AND HOT TUBS SHALL HAVE A 1-112"MIN OVERFLOW. 18. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS,WALLS,&COUNTERTOPS. Z 19. EACH FIXTURE SHALL BE INDIVIDUALLY DIRECT OR WET VENTED. 0 20,EACH DWELLING UNIT SHALL HAVE ONE MAIN 3"STACK FROM BUILDING DRAIN, L)F_F_ 21,ALL VENTS THROUGH ROOF TO BE 3"MIN DIAMETER AND SHALL TERMINATE ABOVE THE ROOF."VENT THRU ROOF DETAIL"FOR REQUIRED W co W GLEAN EXTENSION ABOVE THE ROOF LINE. w�D rlL�4ND 22,BASEMENT MODELS SHALLBE PROVIDED IN FACTORY WITH A2"VENT TO BASEMENT STUBBED BELOWTHE FIRST FLOOR,THEN CAPPED K 0u'LONG TURN 1/8 BEND G SWEEP OR OUT 2"HORIZ.DRAIN AND LABELED.BASEMENT VENT MAY BE DELETED WHEN CLOTHES WASHER IS ON THE FIRST OR SECOND FLOOR. LL��TEE WYE 23.ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4"MINIMUM BEARING.(MA ONLY) Z 0 0 T SWEEP 24 ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODES. 0 Z Z SEE NOTES) AN AIR ADMITTANCE VALVE MAY BE USED IF THE "All TRAP 25.TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET.MAXIMUM VERTICAL DROP FROM FIXTURE OUTLET TO TRAP WEIR IS 0 TO 3"VENT TEE TEE TEE TEE 114 BEND FIXTURE DOES NOT DRAIN INTO A VENTED LINE INLET SIZE 26.INACCESSIBLE TRAPS SHALL NOTHAVE UNIONS,CLEANOUTS OR SLIP JOINTS.ACCESSIBLE TRAPS SHALL BE REMOVABLE WITH UNION IN 0�O O z THRU ROOF TRAP SEAL OR HAVE CLEAN OUT OPENING SIZED THE SAME AS THE TRAP. cn w w (NOT PERMITTED IN MA) 27.MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE PLUMBING CODES, w a a-d TEE 28.PIPING SHALL BE PROTECTED WITH SHIELD PLATES WHEN PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1-3/4"FROM EDGE OF (MAY BE INSTALLED ON-SITE MEMBER. 0((D a OR IN FACTORY) "B"TRAP ARM 29.FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE DIAMETERS DOWNSTREAM OF STACK Q Q WASHER BASE AND NOT CONNECT INTO SECOND FLOOR DRAIN STACK. U U cii STANDPIPE HEIGHT SAN TEE KITCHEN SINK n " 311.ISLAND FIXTURE VENTING SHALL NOT BE PERMITTED FOR FIXTURES OTHER THAN SINKS AND LAVATORIES..(SEE ISLAND DETAILS).N SITE BY BUILDER IN ACCORDANCE WITH APPLICABLE STATE PLUMBING L ES. AND TRAP SIZE BOX OFFSET SAN-TEES SAN TEE C VERTICAL LEG ( 32.ANTI-SIPHONING DEVICE,VACUUM BREAKERS,AND AIR GAPS:FOR WATER DISTRIBUTION SYSTEMS"PROTECTION OF POTABLE WATER yj N o LAVATORY WITH BACK-TO- SUPPLY m`" (FIXTURE INSTAL- z ¢ BACK FIXTURES) CONTINUOUS 32.1.WATER HEATER LOCATED AT OR ON LIVING SPACE LEVEL MUST HAVE AN ANTI-SIPHONING DEVICE INSTALLED. o SAN TEE < WASTE 32.2.CLOTHES WASHER MUST HAVE AN ANTI-SIPHONING DEVICE INSTALLED(IF NOT BUILT INTO THE APPLIANCE). CATION ON VENT 33 WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE UTILIZED.E WASHING MACHINES AND co LAVATORY P-TRAP DISHWASHERS). ( Z STACK) LAVATORY TAIL PIECE FOR CONNECTION VENTED LINE 0 (BACK-TO-BACK 34.AIR ADMITTANCE VALVES MAY BE USED WHERE YOU ARE NOTABLE TO CONNECT TO A VENTED LINE OR VENT DIRECTLY THROUGH THE OVER FLOW AND WASTE E3 r-C C0-1 1 co rl_ WET VENT THRU INSTALLATION) TO VENT"D" ROOF.AIRADM17ANCE VALVES SHALL BE SIZED ACCORDINGLY INSTALLED ON-SITE AFTER TESTING AND SHALL BE STATIC TYPE LOCATED j A MINIMUM OF 6"ABOVE FLOOD LEVEL RIM OF THE HIGHEST FIXTURE LEVEL.(NOT PERMITTED IN MA) Lu ONE D,F.U.ONLY TUB/SHOWER 35.PIPE INSTALLED DOWNSTREAM OF THE POINT OF DELIVERY SHALL NOT EXTEND THROUGH ANY TOWNHOUSE UNIT OTHER THAN THE UNIT P TRAP P TRAP THE VENT PIPE FROM A FIXTURE DRAIN,EXCEPT WATER CLOSETS AND SIMILAR SIPHONIC FIXTURES, SERVED BY F(2)UCH PIPING, WATER OR WHIRLPOOL 36.A MINIMUM Of(2)HOSE BIBS ARE REQUIRED,(1)AT THE FRONT OF THE HOUSE AND(1)AT THE REAR OF THE HOUSE AND SHALL CONTAIN P-TRAP CLOSET P-TRAP OPTION SHALL NOT CONNECT BELOW THE TOP WEIR OF THE TRAP.THE VENT PIPE MAY BE CONNECTED AT A BACK FLOW PROTECTION. ■.■ LOWER ELEVATION IF THE FOLLOWING ARE MET: 37, TUBISHOWER CONTROLS SHALL HAVE A HIGH LIMIT STOP SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM IF 120°F. W 1,THE VERTICAL SECTION OF THE DRAIN PIPE SHALL 38.ALL FIXTURE/APPLIANCE SHUT OFF VALVES IN THE SAME FLOOR AS THE FIXTUREIAPPLIANCE AND SHALL BE WITHIN 30"OF FINISH FIXTUREIAPPLIANCE SERVED. ✓�' BE AT LEAST ONE PIPE SIZE LARGER THAN THE TRAP 39.AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LESS THAN 4'-0"DIRECTLY BELOW ANY DOOR,OPEN-ABLE WINDOW FLOOR SAN TEE INLET SIZE. OR OTHER AIR INTAKE OPENING OF THE BUILDING OR ADJACENT BUILDING NOR SHALL VENT TERMINALS BE LESS THAN 10'HORIZONTALLY 1/4BEND 1/4 BEND SAN-TEEP:�iUNLESS THE TOP OF THE VENT TERMINAL IS 3'-0"ABOVE THE TOP OF THE APPLICABLE OPENING LONG TURN CLOSET FLANGE 1 A BEND 2.THE HORIZONTAL PIPE CONNECTED TO THE TRAP OUTLET SHALL 40,OPENINGS IN OR ON STRUCTURES WHERE OPENINGS FOR THE PASSAGE of PIPES N WALLS,FLOORS OR CEILINGS SHALL BE PROTECTED TEE WYE &1/4 BEND LONG SWEEP P-TRAP LONG SWEEP P TRAP LONG SWEEP BE AT LEAST TWO PIPE DIAMETERS LONG. FROM RODENTS WITH AN APPROVED PIPE COLLAR FASTENED TO THE ADJOINING STRUCTURE,SEE ALTERNATE MATERIALS SECTION OF 3.THE DEVELOPED LENGTH OF THE TRAP ARM SHALL NOT THE QA MANUAL FOR MATERIALS USED FOR COMPLIANCE OTHER THAN APPROVED PIPE COLLARS. 41.PLUMBING FIXTURES,DRAINS AND APPLIANCES USED TO RECEIVE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY KITCHEN SINK/DISHWASHER/DISPOSAL WATER CLOSETS&MAIN VENT EXCEED THE VALUES STATED IN THE APPLICABLE PLUMBING CODES. CONNECTED TO THE DISPOSAL SYSTEM ON SITE PER CODE "A"-TRAP SIZE PER ALL APPLICABLE PLUMBING CODES 42.ALL PLUMBING PRODUCTS AND MATERIALS SHALL BE LISTED BY A CERTIFICATION AGENCY AS COMPLYING WITH THE REFERENCED "B"-TRAP ARM LENGTHS: STANDARDS AND IDENTIFIED IN ACCORDANCE WITH SECTION P29061 1 1/4"TRAP-5'-0" 43.PLUMBING FIXTURES,OTHER THAN WATER CLOSETS,SHALL BE PROVIDED WITH APPROVED STRAINERS,EXCEPT HUB DRAINS AND Z LONG TURN STANDPIPES. TEE WYE 1 1/2"TRAP-6'-0" DOUBLE 114 BEN 44.WASTE RECEPTORS SHALL BE OF AN APPROVED TYPE,NOT INSTALLED IN BATHROOMS,ATTICS,CRAWL SPACES,INTERSTITIAL SPACES 2"TRAP-8'-0" ABOVE CEILINGS AND BELOW FLOORS OR IN ANY INACCESSIBLE OR UNVENTED SPACE SUCH AS A CLOSET.WASHER STANDPIPES ARE 3"TRAP-12'-0" ALLOWED IN BATHROOMS. 2 co 4"TRAP-16-0" 45.WATER CLOSET JOINTS SHALL BE MADE BY A CLOSET FLANGE OR A WASTE CONNECTOR WITH A SEALING GASKET, 46.INSULATION FOR 20151RC REQUIREMENTS FOR HOT WATER PIPE WITH A MINIMUM RESISTANCE OF R-3 SHALL BE REQUIRED IN THE "C"SIZE IS ONE SIZE LARGER THAN TRAP SIZE FOLLOWING LOCATIONS:PIPING LARGER THAN 3/4"NOMINAL DIAMETER 1/4 BEND "D"-DISTANCE FROM CROWN WEIR AND VENT CONNECTION 46.1. PIPING SERVING MORE THAN ONE DWELLING UNIT ACCORDING TO MAX.DISTANCE OF VENT FROM FIXTURE TRAP 46.2. PIPNG LOCATED OUTSIDE THE CONDITIONED SPACE LONG TURN 46.3. PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD Q 46.4. PIPING LOCATED UNDER A FLOOR SLAB r - VENT DRAIN 46.6. SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS z 3"VENT FROM � INSTALLATION AND WEATHERPROOFING 46.5. BURIED PIPING 1 112" 1ST FLOOR Z TUB OVERFLOW VENT STANDPIPE-� 1° PER MANUFACTURERS INSTRUCTIONS 0 LONG TURN THRU ROOF (- DRAIN 18"MIN, "VENT Z LONG TURN 1/8 BEND �� LU 42"MAX. 2" 1 1/2"SHOWER 3"VENTco 1 1l2" SAN.TEE FINISHED DRAINS TO DRAIN BASED FINISHED FLOOR mw o o 2"TRAP FLOOR NON-HAZARDOUS ON 5.7 GPM LINE w�z TUB DRAIN LINE LOCATION FLOW OR LESS .. j F 0 w FINISHED FLOOR VENT PIPE SHAL TERMINATE LJJ o= U)o 0_ LINE WASHER/WATER HEATER PAN AT LEAST 12"(NEW YORK:18"; 0 v W Z co Lu FU- 1 1/2"TRAP FINISHED 1 WASHER PAN OPTIONAL WHEN WASHER IS LOCATED ON 2ND STORY MAINE:24")ABOVE THE ROOF IV 0 C704 cr w / FLOOR LINE 2,WHERE A STORAGE TYPE WATER HEATER OR HOT WATER STORAGE TAN 1 1/2"SHOWER OR 6"ABOVE THE ANTICIPATED Nk� A,�, w 0- 0 N IN INSTALLED IN A LOCATION WHERE WATER LEAKAGE FROM THE TANK DRAIN SNOW ACCUMULATION, NARY / J CLOTHES WASHER 1 1l2"TRAP VENT THRU ROOF DETAIL TUB/SHOWER WILL CAUSE DAMAGE,A PAN IS REQUIRED PER 20091RC AND 2012 IRC,P2801.5. SHOWER WHICHEVER IS GREATER. _ w 1 1/2"VENT 314"DISHWASHER DRAIN i m w Z �-3"MAIN VENT LOOPED HIGH AND THREADED 1 1/2"VENT * w &W.C.VENT THRU HOLE IN CABINET SIDE OR VENT EXTENSION I BRANCH VENTS SECURELY FASTENED TO COUNTER 6"MIN OR1E / DRAWING: DBL. AS REQUIRED OR WALL OR AIR GAP 6"ABOVE ANTICIPATED J+ .71 SAN. k1/2"TRAP SNOW ACCUMULATION VANITY 1112" d3 i TEE 2"VENT FOR GARBAGE DRAIN STATE OF NEW YORK ARCHITECT OR ENGINEER "fir 243t. `,�Q PLUMBING NOTES R GAP 1 SAN.TEE CERTIFICATION STATEMENT I OF FUTURE BASE- DISPOSAL 171 SAN.TEE R THE PLANS AND SPECIFICATIONS OF THIS SAN. MENT FIXTURES DISHWASHER `PIPE INCREASER FINISHED FLOOR PERMIT SET ARE DERIVED FROM AND SCALE: TEE FINISHED DISH- FINISHEDDRAIN LINE REDUCER(OCCURS 1 1l2" !flWASHER MIN 12"BELOW ROOF TRAP CONSISTENT WITH THE PLANS AND NTS FLOOR 1 1/2"P-TRAP AIR GAP FLOOR` SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: LINE FITTING LINE NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, MA-2" MA-2" UNLESS HE IS ACTING UNDER THE DIRECTION OF A WYE-BRANCH FROST CLOSURE BATHROOM VANITY DIVISION AND THIS CONDITIONAL APPROVAL WATER CLOSET AND MAIN VENT KITCHEN SINK/DISHWASHERJDISPOSAL FITTING KITCHEN SINK/DISHWASHER DETAIL LETTER. LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# I.\ TUB/SHWR 220081 \2" DRAWN BY:CHECKED BY: DWV •\ $AX MJC XX PLUMBING DATE: V.T.R. \ �' 6-18-20 1 2+'/'' 112"�/' W.C. SALESMAN: =DRAIN I V.T.R- 3" // ,//1/2" JOHN LUTKOWSKI - —— - =VENT .2" i W.C. MODEL: 2" \ TUB/SHWR „ ��`L TWO STORY ——— =ON-SITE ,��` ' LAV �'' I 1 2„ /� I \\ LAV I m \ 1/2" \\\112 I I � 1 I I I I 1/2"\ $ $ V.T.R. ►-III 1 I I \`� /� 3/4" 112" >jjll 13 I I 112" z 1 I ` I 3 o�,j,l i FR i j `\\ 3/4" 3/4" /' W W W QI f NI 1-1 / Of» 2" �� j i I j �I �j 314"`\\ �1/2" ZOf Of aOf i I I ! G I ! SUPPLY �`�' z0QQ • i l I�. 2 i ! 1 � a�o:� PLUMBING I SINK/DW =x a W W c / I B =COLD �i 3„I <. I 3" 7i � � ---- I __¢ o 2„ 2„ 3„ �2 j`�\ 211 , =HAMMER ARRESTOR I /�' F C W N,N 12 I 1 1 J g =SHUT-OFF VALVE o�or 311 I 2" /•I Z T I I WATER SUPPLY NOTES: W ` 3 /' 1/2" 1, ALL SUPPLY LINES ARE TYPE PEX / 3/4"I 314 r, I 3" j� W.C. //' I 2. FLOW RATES SHALL BE IN ACCORDANCE WITH TABLE P2903.2(NY) ` I 3. ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES \\?� I \ ��T �� W`� I SHALL BE INSTALLED IN THE WATER SUPPLY TO ALL SHOWER AND SHOWER/BATHING FIXTURES \2" 211 I 112 \ I 4. ANY VERTICAL WATER SUPPLY TUBING TO BE SUPPORTED 4'-0" `\ I O.C.BY STRAPPING 2" `v\ 5. PEX DISTRIBUTION SUPPORTS AT THE BASE AND AT EACH FLOOR 1 1 I j C.O. LAV \ NOT EXCEEDING 10-0'ON CENTER(VERTICAL)MAXIMUM EVERY Q -_11/2" 66-4-(HORIZONTAL) I I I 2„ 31t 1,4" / Z 2"1 I~ zl �� 1 // i D a I 3„ `N, 2„ `�1/2" 1/2" 1.1 (A �I � / CV 1 N \ v Q 3/4"j 3/4" z .3 I i �/ I Z o C.O. \ I i I w \ CUD>z OW 3 // — OJ�W D�Zw ; \ 11 w=W =Y1 \ 1 >Z)w j�0°w 3 \ /�' (NY)TABLE P2903.2 SHUT OFF wp ow v 0 m v wZ `\ N / J z ON SITE VALVE N N o �N w \\ MAXIMUM FLOW RATES AND CONSUMPTION FOR ;a WATER �`� Q \ 311 / PLUMBING FIXTURES AND FIXTURE FITTINGS z HEATER ''�• �� 1 _ N,\ PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY ~¢ � ,� o Q 3"\\ / LAVATORY FAUCET 1.5 gpm @ 60 psi } * m IY o /' SHOWER HEAD' 2.0 gpm @ 80 psi WATER PAN DRAWING: ON-SITE BY OTHERS t,�� SINK FAUCET 2.2 gpm @ 60 psi STATE OF NEW YORK ARCHITECT OR ENGINEER �l• si'� PLUMBING DIAGRAMS WATER CLOSET 1.28 gallons per flushing cyclec CERTIFICATION STATEMENT OF N FOR SI:1 GALLON=3,785 L,1 GALLON PER MINUTE=3.785 Lim,1 POUND PER SQUARE INCH=6.895 kPa. THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: a.A handheld shower spray shall be considered to be a shower head, CONSISTENT WITH THE PLANS AND NTS b.Consumption tolerances shall be determined from referenced standards SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: c.The flush volume for a dual-flush water closet is defined as the composite,average flush NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, volume of two reduced flushes and one full flush, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A �� LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY ENGINEERING# SITE CONNECTION: SHIM AT RIDGE AS REQUIRED 220081 FASTEN FLOOR BANDS TO 2x4 SPF#2 RIDGE DRAWN BY:CHECKED BY: CEILING BANDS wl LAPPED MJC XX SHEATHING& 2x4/2x6 SPF#2 FLIP 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15#ROOF (2)ROWS OF 0.131x2.5"NAILS RAFTER @ 16"o/c UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH DATE: U@ 16"o.c.INTO EACH. ASTM D 225 OR D 1970 WIND RESISTANCE.ASPHALT SHINGLE TO 6-18-20 COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 SALESMAN: 12 1/2"24/16 APA RATED ROOF DECKING(MIN.). N LUTKOWSKI 5 COLLAR TIE MODEL: PREMANUFACTURED TRUSSES @ 16"o/c TWO STORY SITE CONNECTION: m NON HABITABLE SPACE 0 0 ICE SHIELD 36"WIDE m 2 7 m FASTEN FLOOR BANDS TO En 2x4 KNEEWALL CEILING BANDS w/0.131 x3" 1"AIR SPACE AT EACH RAFTER TOE-NAILS @ 10"o.c. ,� �,,,� ��.,.r�.�.X,F.-.a -^y.�-��-�� y��-l�F�,,-yam,r-.��.X-• ��,� - -�,�-F ,�.a�}- -„�-,, r��` ,,,�-;�.� -a .�,-`,,,:,,,,.�^,�,��,.,� ,'�-�X -,�';�t'��:}-.,;y�'v�;yam`•-.,-, 2x6 SUBFACIA z R-38 KRAFT BACKED INSULATION o 112"GYPSUM BOARD 3"x 1/2" U) PER THERMAL REQUIREMENTS >cn cn BEARING STRIP R-21 KRAFT BACKED INSULATION Lu ui ui PER THERMAL REQUIREMENTS o 0 C3 DBL 2x6 SPF#2A LL�W TOP PLATES zpzz cn¢�� VINYL SIDING(ON SITE BY OTHERS) O < 2x6 SPF#2 STUDS @ 16"O/C O cr o o cn co ww-j Lu aaa 1/2"GYPSUM BOARD 7/16"24/16 APA RATED w w o WALL SHEATHING z z a- 2x10 SPF#2 JOISTS @ 16"O/C cn BLOCKING INFILTRATION BARRIER 23/32"24/16 APA RATED o BLOCKI G 2x10 SPF#2 JOISTS @ 16"O/C 2"RIGID FOAM INSULATION TO COMPLY WITH ASTM D226 ,;;C'j N o T&G FLOOR SHEATHING < (AVG.R-VALUE=R-13) � 0 0 0 SITE CONNECTION: FASTEN FLOOR JOISTS TO v (2)2x10 SPF#2 PERIMETER BANDS xk:y LD LD CEILING BANDS w/(1)SIMPSON H2.5A EACH JOIST R-30 KRAFT BACKED INSULATION (2)2x12 SPF#2 PERIMETER BANDS Lu PER THERMAL REQUIREMENTS (CA R-30 KRAFT BACKED INSULATION NTILEVERED AREAS) 2x6 SPF#2 CEILING JOISTS 1/2"GYPSUM BOARD PER THERMAL REQUIREMENTS @ 16"O/C DBL 2x6 SPF#2 B B1 TOP PLATES R-21 KRAFT BACKED INSULATION ui PER THERMAL REQUIREMENTS Lu VINYL SIDING(ON SITE BY OTHERS) D 2x6 SPF#2 STUDS @ 16"O/C o SITE CONNECTION: FASTEN FLOOR BANDS TO SILL 112"GYPSUM BOARD RATED WALL SHEATHING PLATE w/LAPPED SHEATHING& Z 1 ROW OF 0.131x2.5"NAILS z () INFILTRATION BARRIER J @ 16"o.c.INTO EACH. 2x6 SPF12 TO COMPLY WITH ASTM D226 T&G FLOOR"24/16 SHEATHING A 2xl0 SPF#2 JOISTS @ 16"O/C APA RATED BOTTOM PLATES &G 'v X�J, ' X X)t X f� xxx�s .xra r,,, )sX x ,K'• X�x>< Xi' (2)2x10 SPF#2 PERIMETER BANDS SILL PLATE&BELOW Q IN FIELD BY OTHERS R-19 KRAFT BACKED INSULATION SITE CONNECTION: &PER DESIGN BY PER THERMAL REQUIREMENTS Q) PROFESSIONAL R.A. 2x8 P.T.SILL PLATE wl SEALER 2 5/8"DIA,ANCHOR Z_ FASTEN FLOOR BANDS TO OR P.E. (SUPPLIED&INSTALLED ON SITE BY BLDR. BOLT EMBEDDED H 0 SILL w/0.131x3"TOE-NAILS Z co @ 10 O.C. f J • 35'-0" m'd Z �. NOTE:FOR FOUNDATION i X p�Z Lu O &FOOTING SEE SHEET 2a j�cco F—=o co a FOUNDATION WALL BY BUILDER. w o= �o 0_ �' °• PLANS ENGINEERED FOR �_ wO)w :; 4"CONCRETE SLAB ON 10"THICKNESS, N N o pN X NOTES: 6 MIL,VAPOR BARRIER R�'�►4,. Q a Of 1, ITEMS NOTED WITH(*)SHALL BE PROVIDED BY MANUFACTURER AND 4"GRAVEL BED 4 ,4 Ry ' w INSTALLED BY BUILDER ON SITE,ITEMS NOTED(*"")SHALL BE PROVIDED BY MANUFACTURER AND INSTALLED BY SET CREW ON m �Z SITE,AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING OFFICIAL. 2. FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED SPACE AND FOUNDATION WALL IS INSULATED PER APPLICABLE DRAWING: ENERGY CODE(RESCHECK) STATE OF NEW YORK ARCHITECT OR ENGINEER �A 032431'k C3 SECTION CERTIFICATION STATEMENT OF N � THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A n LICENSED PROFESSIONAL ENGINEER,TO ALTER y LETTER. THIS ITEM IN ANY WAY ENGINEERING# 220081 2x4 SPF#2 RIDGE DRAWN BY:CHECKED BY: 30 YR,SELF SEALING ASPHALT SHINGLE OVER 15#ROOF MJC XX UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH ASTM D 225 OR D 1970 WIND RESISTANCE,ASPHALT SHINGLE TO DATE: COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 6-18-20 1-HOUR RATED WALL, 12 CONTINUOUS TO ROOF SHEATHING 1/2"24/16 APA RATED ROOF DECKING(MIN.). SALESMAN: 12 JOHN LUTKOWSKI HIP PANEL MODEL: NON HABITABLE SPACE NON HABITABLE SPACE ICE SHIELD 36"WIDE TWO STORY m2i2im ROOF TRUSSES ROOF TRUSSES J/ d @ 16"o/c APPROVED @ 16"o/c 1"AIRSPACE AT EACH RAFTER DRAFTSTOPPING MATERIAL sr,luijsm -mL-, �,t,t, mt I R-38 KRAFT BACKED INSULATION zo 3"x 1/2" PER THERMAL REQUIREMENTS 3"x 1/2" 3"x 1/2" 1/2"GYPSUM BOARD 3"x 1/2" BEARING STRIP BEARING STRIP BEARING STRIP BEARING STRIP w W co DOUBLE 2x4 SPF#2 DOUBLE 2x4 SPF#2 DOUBLE 2x4 SPF#2 R-21 KRAFT BACKED INSULATION w p o TOP PLATES TOP PLATES TOP PLATES DBL 2x6 SPF#2 p W w PER THERMAL REQUIREMENTS u-0�M TOP PLATES z(D CD pzz 2x4 SPF#2 STUDS @ 16"OIC 2x4 SPF#2 STUDS @ 16"O/C 2x4 SPF#2 STUDS @ 16"O/C VINYL SIDING(ON SITE BY OTHERS) U)a a¢ 2x6 SPF#2 STUDS @ 16"O/C z05; o o co U) wOf W:� 1/2"GYPSUM BOARD 5/8"GYPSUM BOARD 1/2"GYPSUM BOARD 7l16"24116 APA RATED o-a 1/2"GYPSUM BOARD co cf)o WALL SHEATHING (D(D Wa INFILTRATION BARRIER p 0 U) 2x10 SPF#2 JOISTS @ 16"OIC 23/32"24/16 APA RATED TO COMPLY WITH ASTM D226 o o T&G FLOOR SHEATHING 2"RIGID FOAM INSULATION N,N CD(2)2x10 SPF#2 (2)2x10 SPF#2 (2)2x10 SPF#2 rn; W N (AVG.R-VALUE=R-13) ¢ N o C)0- (2)2x10 SPF#2 PERIMETER BANDS (2)2x12 SPF#2 PERIMETER BANDS _o S2 r c0 I� 1/2"BOLT w/NUT 1/2"BOLT w/NUT 1/2"BOLT w/NUT g w &WASHER @ 48"O/C &WASHER @ 48"0/ &WASHER @ 48"OIC 1/2"GYPSUM BOARD g 2x6 SPF#2 CEILING JOISTS (2)2x12 SPF#2 DOUBLE 2x4 SPF#2 () DBL 2x6 SPF#2 2 2xl2 SPF#2 DOUBLE 2x4 SPF#2 (2)2xl2 SPF#2 p""'. x4 SPF#2 @ 16"O/C TOP PLATES TOP PLATES TOP PLATES TOP PLATES PER THERMAL REQUIREMENTS R-21 KRAFT BACKED ION VINYL SIDING(ON SITE BY OTHERS) 2x6 SPF#2 STUDS @ 16"0!C 0 2x4 SPF#2 STUDS @ 16"O/C 2x4 SPF#2 STUDS @ 16"O/C 2x4 SPF#2 STUDS @ 16"O/C 1/2"GYPSUM BOARD 7116"24/16 APA RATED 1/2"GYPSUM BOARD 5/8"GYPSUM BOARD 1/2"GYPSUM BOARD WALL SHEATHING 2x10 SPF#2 JOISTS @ 16"O/C 2x4 SPF#2 2x4 SPF#2 APPROVED DRAFT- INFILTRATION BARRIER 2x4 SPF#2 BOTTOM PLATES BOTTOM PLATES Z BOTTOM PLATES APPROVED DRAFT- APPROVED DRAFT- STOPPING MATERIAL""* 2x6 SPF#2 TO COMPLY WITH ASTM D226 STOPPING MATERIAL*"' 1/2"BOLT w/NUT STOPPING MATERIAL`"` 1/2"BOLT w/NUT BOTTOM PLATES BRIDGING 1/2"BOLT w/NUT 23/32"24116 APA RATED r A0 &WASHER @ 48"O/C &WASHER @ 48"O/C T&G FLOOR SHEATHING 9 &WASHER @ 48"O/C I t' I (2)2x10 SPF#2 PERIMETER BANDS ♦/� SILL PLATE&BELOW I 1 IN FIELD BY OTHERS R-19 KRAFT BACKED INSULATION &PER DESIGN BY 3-1/2"x 7"x 1/4" 3-1/2"x 7"x 1/4" PER THERMAL REQUIREMENTS z 5/8"DIA.ANCHOR Q PROFESSIONAL R.A. 2x8 P.T.SILL PLATE w/SEALER 2x10 P.T.SILL PLATE w/SEALER a OR P.E. STEEL PLATE 1 1/2" 1 112" STEEL PLATE 1 1/2" (SUPPLIED&INSTALLED ON SITE BY BLDR.) BOLT EMBEDDED 12'-0" 12'-0" 12'-0" 12'-0" CD e' _z r 4'-4,12" F- J NOTES: ' NOTE:FOR FOUNDATION ®a a® L o m�o 1. ITEMS NOTED WITH()SHALL BE PROVIDED BY MANUFACTURER AND &FOOTING SEE SHEET 2a w w p INSTALLED BY BUILDER ON SITE,ITEMS NOTED('*')SHALL BE 3 1/2"STEEL COLUMN 31/2"STEEL COLUMN (Dr z jp SEE FOUNDATION DRAWING FOUNDATION WALL BY BUILDER. (SEE FOUNDATION DRAWING FOUNDATION WALL BY BUILDER. cr Lug z PROVIDED BY MANUFACTURER AND INSTALLED BY SET CREW ON ( J o FOR SPACING PLANS ENGINEERED FOR FOR SPACING PLANS ENGINEERED FOR LL1=w 0=Y SITE,AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING OFFICIAL. ) ) D w �F p 2. FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED 4"CONCRETE SLAB ON 10"THICKNESS. 10"THICKNESS. W W p w SPACE AND FOUNDATION WALL IS INSULATED PER APPLICABLE 6 MIL.VAPOR BARRIER 30"x30"x10"FOOTING 30"x30"x10"FOOTING ENERGY CODE(RESCHECK) 4"GRAVEL BED . N o o wo •,+.... ,. ...•..•'.'•,a..:a• ; • •.�. a ..4•: a ♦'• ;.�•., ,+a+ •• Y• •L•• 4• • ;•}•.:•,•♦'' �I 0)WW m w �� DRAWING: STATE OF NEW YORK ARCHITECT OR ENGINEER AA 032434'�-1� SECTION CERTIFICATION STATEMENT OF N�� THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A ^� LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY y ENGINEERING# 220081 DRAWN BY:CHECKED BY: MJC XX DATE: 6-18-20 SALESMAN: JOHN LUTKOWSKI FASTEN 2-PLY RIDGE BOARD TOGETHER (2)2x10 SPF#2 RIDGE BOARD MODEL: w/(3)0.13lx3"NAILS PER BAY. 2x8 SPF#2 CRICKET RAFTERS @ 16"o.c. TWO STORY STRAP ACROSS RIDGE wl(1)LSTA15 STRAP,EA.RAFTER. m C)0 m 2x10 SPF#2 FLOOR JOISTS @ 16"o.c. 2x6 SPF#2 WALLS ULL-HEIGHT BLOCKING BETWEEN JOISTS @ 16"O.C. ATTACH EA.CRICKET RAFTER Z INVERTED JOIST HANGER TO RIDGE BOARD 2x8 SPF#2 CRICKET PLATE g /BACK'SPAN wl 4 0.131x3"TOE-NAILS. (2)2x10 SPF#216"o.c. ATTACH CRICKET PLATE TO MAIN ROOF �0 (2x ANTILEVER LENGTH) w!3#8x3"SCREWS,AT EACH INTERSECTING W w w ZZ 2xl0 SPF#2 FLOOR JOISTS @ 16"o.c. ATTACH EA.CRICKET RAFTER () w o o ROOF TOP CHORD(SITE CONNECTION) w w (2)2x10 SPF#2 FLOOR BANDS ) TO PLATE U- x � ( w/(4}0.131x3"TOE NAILS. o z z_ cna � R-30 INSULATION o co wwz WEATHER PROOFING CA ILEVER a a a ENGTH 2x6 SPF#2 CEILING JOISTS @ 16"o.c. w ON-SITE BY OTHERS pER 2"RIGID FOAM INSULATION (D(a SIMPSON H2.5A EACH JOIST PLAN ¢¢Q TO CEILING RIM(SITE CONNECTION) \(2)2xl 2 SPF#2 CLG RIM CRICKET FASTENING DETAIL w N �r�N CANTILEVER DETAIL N Z _o (Q C-4 w Of W � Q� Z® v� Q z F- z ti J co� m�oLU O o Z >(D 0 J�w 0 LLJ Mw ~�00w o)c) LLJzm0 N co Lu �G my '�� Q w �r � w J f J w p m Z Up DRAWING: STATE OF NEW YORK ARCHITECT OR ENGINEER oFr SECTION DETAILS CERTIFICATION STATEMENTS THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A ^ LICENSED PROFESSIONAL ENGINEER,TO ALTER y LETTER. THIS ITEM IN ANY WAY ENGINEERING# 220081 DRAWN BY:CHECKED BY: MJC XX WALLS AND INTERIOR PARTITIONS,WOOD-FRAMED TYPICAL(1)HOUR MATEWALL @ LIVING UNIT SEPERATION DATE: AIR SPACE GA FILE NO.WP 3370 GENERIC 1 HOUR 6-18-20 FIRE **58 STC SALESMAN: GYPSUM WALLBOARD,WOOD STUDS JOHN LUTKOWSKI One layer 5/8"type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of double row of 2 x 4 wood studs 16"o.c.on separate plates 1"apart with 6d coated MODEL: nails,1 7/8"long,0.0915"shank,1/4"heads,7"o.c. TWO STORY ROOF SHEATHING ROOF SHEATHING U- Joints staggered 16"on opposite sides.Horizontal bracing required at mid-height. m co TRUSS/RAFTER (LOAD-BEARING) ADD 3.5"FIBERGLASS INSULATION IN EACH MINIMUM(1)1 HR FIRE STUD BAY TO ACHIEVE THE HIGHER STC RATING . RATED WALL ** Data ;Natkxia RgsQadi Oouticil,Cvxm,;Rngtark A tk;at Lc4t){atobcs— Thickness: 91/2" CONTINUA ION OF FIRE STOP Otteve Band Center frequencies,Hz Approx.Weight: 8 psf dlaugle 2"x 40 etceds,1b°cCers,2"x 4"wood pt�t�ea, �9 a z FIRE SEPARATAION STC Fire Test: See WP 3605 0 1720$pace between 126 2 a00 1000,2000 4000 L (UL R1319-4,6,6-17-52; > E www t to 1/2`CertawnTeodcwy nbmd I ! I UL R2717 39,1-20 66; �0 0 CEILING JOIST # 34 5U!g4 1 77 85 79 58 0 X W 2 fay 3W CenawnTeW t�insula�wn UL Design U3 5; 66, z o o UL Design U305; zoo Z t ULC Design W301) W Q Colaa)TOed UL R4024 10-31-68 0 af U) 1-HR FIRE RATED WALL z bath tes 34 51 B5 77 75 86 58 Z �Of III CEILING GYPSUM ASSEMBLY(WP 3370) 2 layers 3W Gerta4bed Cl-a iltwwiull > LL'0- a 4` ! LU of Wo w w W CDCDa U U co 0 L L JC'N O FIRE STOP o o d CONTINUATION OF 2ND FLR.FLOOR FIRE SEPARATION z �T Q CnrN M-'t Lncc W i, W � FIRE CAULK SEAM LU CEILING GYPSUM--,/ 1-HR FIRE RATED WALL ASSEMBLY(WP 3370) 200 r/I FIRE STOP CONTINUATION OF 1 ST FLR.FLOOR Q FIRE SEPARATAION C� Z_ 71 H J Z M } g W = m F- ~ m "n Z Lu o: � I ��o 0 0 0Z >LLI0}O U n J E W C)�Zw Cn Dw ~�Ow O LU } Q�U WZmU 0] N N O QNLU w jkED AUj m 00 TENANT SEPARATION WALL # * DRAWING: BASEMENT TO ROOF STATE OF NEW YORK ARCHITECT OR ENGINEER 't` a FIRE SEPARATION CERTIFICATION STATEMENT �2aai� '�� DETAILS THE PLANS AND SPECIFICATIONS OF THIS OF PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A O LETTER. LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY 6MF\� N0�5 WOOD FRAMING GENERAL NOTES DESIGN INFORMATION (UNLESS OTHERWISE NOTED,THE FOLLOWING NOTES SHALL APPLY) 2020 RESIDENTIAL BUILDING CODE OF NY w 1. ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19%MAXIMUM MOISTURE CONTENT ALLOWABLE STRESS REQUIREMENTS 1. GENERAL CONTRACTOR(G.C.)IS TO FAMILIARIZE HIMSELF WITH THE OF ALL MATERIAL SHALL BE IN ACCORDANCE WITH THE"SCHEDULE OF REQUIRED STRESS VALUES"ON SHEET S-002. OCCUPANCY: 1&2 FAMILY DWELLING R-3 V PRESENT SITE CONDITIONS. 2. ALL STUD AND WALL FRAMING SHALL BE EITHER OF THE FOLLOWING UNLESS OTHERWISE NOTED: CONSTRUCTION TYPE: VB w 2. CONTRACTORS SHALL VERIFY ALL DIMENSIONS ON DRAWINGS AND FIELD A. N0.2 GRADE SOUTHERN YELLOW PINE(SYP) GARAGE RIDGE HEIIGHT: 17'-0 f0 o QUESTIONS AND DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE MIN.DISTANCE TO LOT LINE 5 FT. E Z ATTENTION OF THE ARCHITECT. ALL WORK SHALL BE DONE IN ACCORDANCE B. NO.2 GRADE DOUGLAS FIR-LARCH EXTERIOR WALL RATING 0 HR. N WITH THE CURRENT BUILDING CODES OF THE STATE OF PENNSYLVANIA AND "STUD"GRADE MATERIAL IS STRICTLY PROHIBITED FROM USE 3 THE LOCAL BUILDING DEPARTMENT, GROUND SNOW LOAD(Pc)=30 PSF 3. ALL JOIST,RAFTER&MISC.FRAMING SHALL BE NO.2 GRADE,DOUGLAS FIR-LARCH UNLESS OTHERWISE SPECIFIED. PROVIDE FULL-DEPTH MIN.ROOF LIVE LOAD(PF)=20 PSF Lu 3 ALL BUILDING MATERIALS SPECIFIED WITHIN THE WORKING DRAWINGS ARE TO (OR METAL)BRIDGING AT MID-SPAN AND AT A MAXIMUM SPACING OF 8'-0"ON-CENTER IN BETWEEN. ROOF DEAD LOAD=10 PSF U Y N BE NEW AND GOOD QUALITY. 4. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE-TREATED IN ACCORDANCE WITH WIND SPEED= 117 MPH Q o 4. NO SUBSTITUTES WILL BE ACCEPTED FOR MATERIALS CLEARLY SPECIFIED THE AMERICAN WOOD PRESERVERS ASSOCIATION(A.W.P.A.)SPECIFICATIONS. WHERE POSSIBLE,ALL CUTS AND HOLES SHOULD BE COMPLETED WIND EXPOSURE- B W WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. BEFORE TREATMENT. CUTS AND HOLES DUE TO ON-SITE FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION SEISMIC DESIGN CATEGORY- B Q a 5. G.C. AND HIS SUBCONTRACTORS ARE TO PERFORM ALL CONSTRUCTION CONTAINING A MINIMUM OF 2%METALLIC COPPER IN SOLUTION(PER A.W.P.A.STANDARD M4). _ WORK IN A PROFESSIONAL AND WORKMANSHIP ORDER, ALL AREAS ARE TO 5. THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOAD-BEARING APPLICATIONS, THE LENGTH OF SPLIT ON THE WIDE a BE CLEANED AT THE END OF EACH DAYS WORK, AND COORDINATE EACH FACE OF 3"(NOMINAL)AND THICKER LUMBER SHALL BE LIMITED TO 1/2 OF THE NARROW FACE DIMENSION. C: OTHERS WORK TO THE BEST OF THEIR ABILITY. 6, PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS WHICH RUN PARALLEL WITH JOISTS AND UNDER ALL CONCENTRATED LOADS FROM FRAMING {�}�/�`n� /, 6. DRAWINGS ARE"NOT"TO BE SCALED FOR LOCATIONS,QUANTITY TAKEOFFS, ABOVE, I/I\/\V U N6 I�5T 0 I Y MATERIAL SIZES, ETC.(DIMENSIONS OVERRULE). 7. PROVIDE HEADER BEAMS OF THE SAME SIZE AS JOISTS OR RAFTERS TO FRAME AROUND OPENINGS IN THE PLYWOOD DECK UNLESS OTHERWISE NNO ;� U 7. ALL WORK IN PROGRESS SHALL BE ADEQUATELY BRACED AND PROTECTED INDICATED. U' a L .0 UNTIL BUILDING IS COMPLETED. 8. STRUCTURAL STEEL PLATE CONNECTORS SHALL CONFORM TO ASTM A36 SPECIFICATIONS AND BE 1/4"THICK UNLESS OTHERWISE INDICATED. v 8. G.C. SHALL SUBMIT SHOP DRAWINGS,PRODUCT DATA,OR SAMPLES FOR ALL BOLTS CONNECTING WOOD MEMBERS SHALL BE PER ASTM A307 AND BE 3/4"DIAMETER UNLESS OTHERWISE INDICATED. PROVIDE WASHERS ?CN z DOORS,FRAMES,HARDWARE, FINISH MATERIALS AND MISCELLANEOUS ITEMS TO FOR ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD SURFACES ¢` THE ARCHITECT OR OWNER FOR APPROVAL PRIOR TO PURCHASE. 9. BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16"LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS GN-001 GENERAL NOTES&WOOD NOTES 9. OWNER.SHALL PROVIDE ALL PERMITS REQUIRED FOR THIS WORK. ALL SHALL BE SNUGGED TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. A-101 FLOOR PLAN,FRAMING PLANS&ROOF PLANS Q 10. PREFABRICATED"MICRO-LAM"LUMBER HEADERS AND BEAMS SHALL BE AS MANUFACTURED BY"iLevel"BY WEYERHAEUSER OR APPROVED A-100 secnoN SUBCONTRACTORS SHALL BE RESPONSIBLE TO THE G.C.FOR THEIR PERMITS. ( A-zoo ELEVATIONS EQUAL). MICRO-LAM MATERIAL SHALL BE A MINIMUM ZOE.SOUTHERN PINE, DO NOT CUT OR NOTCH MICRO-LAM MATERIAL WITHOUT THE <,iVED.419 10.G.C. SHALL CARRY ADEQUATE INSURANCE TO PROTECT THE OWNER AND MANUFACTURER'S APPROVAL. ALL WORKMEN ON THE JOB FOR THE DURATION OF THE PROJECT. w ° � 11, PREFABRICATED METAL JOIST HANGERS,HURRICANE CLIPS,HOLD-DOWN ANCHORS AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY 11.ALL DEBRIS SHALL BE REMOVED FROM THE SITE BY THE G.C. AT NO "SIMPSON STRONG-TIE COMPANY",TEL.(800)999-5099,OR APPROVED EQUAL.INSTALL ALL ACCESSORIES PER THE MANUFACTURER'S ADDITIONAL COST TO THE OWNER. REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES(PER ASTM A446,GRADE A)AND BE GALVANIZED(COATING oa 61D Q� 0 12.THE G.C.AND ALL SUBCONTRACTORS SHALL AT ALL TIMES KEEP THE G60).HOLES AND NOTCHES DRILLED OR CUT INTO WOOD FRAMING SHALL NOT EXCEED THE REQUIREMENTS OF THE INTERNATIONAL BUILDING gT�oFN,14 t° 3 PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CODE REQUIREMENTS.ALL PLATES,ANCHORS,NAILS,BOLTS,NUTS,WASHERS,AND OTHER MISCELLANEOUS HARDWARE SHALL BE HOT DIP CAUSED BY HIS OPERATIONS. AT THE COMPLETION OF THE WORK, HE GALVANIZED. SHALL REMOVE ALL HIS WASTE MATERIALS AND RUBBISH FROM AND ABOUT 12. ALL HEADERS AND BEAMS TO HAVE MINIMUM(3)2x JACK STUDS AT EACH END,UNLESS OTHERWISE NOTED. a. THE PROJECT AS WELL AS ALL HIS TOOLS,CONSTRUCTION EQUIPMENT, 13. ALL BUILT UP COLUMNS ARE TO BE INSTALLED AND ERECTED IN CONFORMANCE WITH SECTION 15.3 OF THE NDS VIA NAILING OR MACHINERY AND SURPLUS MATERIALS. THROUGH-BOLTING.SEE SECTIONS 15.3.3 AND 15.3.4 OF THE NDS FOR MINIMUM FASTENING REQUIREMENTS. 13.GAUGES FOR MET. STUDS SHALL BE THE FOLLOWING INTERIOR PARTITIONS o z CUTTING & NOTCHING STUD GENERAL NOTES 25 GA.,FURRING-25 GA.,BEARING PARTITIONS-18 GA. 0 14.ALL GYPSUM WALLBOARD SHALL BE MANUFACTURED BY U.S.G.CO.GOLD w BOND OR APPROVED EQUAL. (UNLESS OTHERWISE NOTED,THE FOLLOWING NOTES SHALL APPLY) N 15.ALL GYPSUM WALLBOARD,TAPED,SPACKLED, AND SANDED MUST BE INSPECTED 1. WALL FRAMING STUDS SHALL BE PLACED WITH THE WIDE DIMENSION PERPENDICULAR TO THE THE WALL. AND APPROVED BY THE ARCHITECT AND OWNER PRIOR TO PROCEEDING WITH 2. NO LESS THAN THREE STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR WALL. co FINISH PREPARATION.INSTALL CONTROL JOINTS©25'O.C. 3. DOUBLE TOP PLATES ARE TO HAVE A MINIMUM OF A 48"OVERLAPPING OFFSET. w 16.G.C. IS TO PROVIDE AND INSTALL SOLID WOOD BLOCKING AS REQUIRED FOR 4. ALL STUD WALLS ARE TO HAVE A 2x BOTTOM PLATE AND BE AS WIDE AS THE STUDS ABOVE. w ALL WALL MOUNTED FIXTURES,(le. SHELF AND HANGING POLES IN CLOSETS, w DOOR STOPS,MIRRORS,PLUMBING FIXTURES,ETC.) 5. NOTCHES IN SOLID LUMBER STUDS SHALL NOT EXCEED 25 PERCENT OF THE STUD DEPTH. 17.G.C. SHALL COORDINATE WITH ALL TRADES, OTHER PRIME CONTRACTORS 6. BORED HOLES SHALL NOT EXCEED 40 PERCENT OF THE STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN x AND EQUIPMENT CONTRACTORS TO INSURE PROPER INSTALLATION OF ALL 5/8"TO THE EDGE OF THE STUD. FINISHED PRODUCTS. 7. BORED HOLES SHALL NOT EXCEED 60 PERCENT OF THE STUD DEPTH WHERE STUDS ARE DOUBLED. W 18.G.C.IS RESPONSIBLE FOR COORDINATING ALL TRADES(PLUMBING, 8. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION, ELECTRICAL,HVAC,ETC.)PRIOR TO THE INSTALLATION OF THE SUSPENDED W CEILING LIGHT FIXTURES, CEILING DIFFUSERS,ETC. 19.ALL OPENINGS IN WALLS, FLOORS,ROOF,ETC. TO BE LOCATED AND SIZED 3 AS PER MECHANICAL AND PLUMBING REQUIREMENTS. MUST BE SEALED BY b a ROOFER OF RECORD AT COST OF CONTRACTOR WHO MADE OPENING. 4 20. ALL BATHROOMS TO RECEIVE 1/2" MOISTURE RESISTANT GYPSUM BOARD TO BE TAPED AND SPACKLED AND PREPARED AS REQUIRED TO RECEIVE z FINISHES SELECTED BY THE OWNER, UNLESS OTHERWISE NOTED. co 21.G.C.TO GRADE&SEED ALL DAMAGED AREAS AFTER CONSTRUCTION I--i OF NEW ADDITION.G.C. TO REPAIR ANY YARD DAMAGE, CAUSED FROM CD EQUIPMENT NEEDED FOR THIS PROJECT,TO ITS ORIGINAL CONDITION. O a 22. THE G.C.AND HIS SUBCONTRACTORS ARE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS EACH IS WORKING WITH. ALL NEW CONSTRUCTION IS .4 U z TO COMPLY WITH THE MOST CURRENT IRC BUILDING CODE AND ALL LOCALIn CODES.ANY DISCREPANCIES BETWEEN WHAT IS ON THESE DRAWINGS AND PLANS MAY 2 6 2021 WHAT THE LATEST CODE REQUIRES SHALL BE BROUGHT TO THE ATTENTION OF THE a ARCHITECT PRIOR TO PROCEEDING WITH THAT SEGMENT OF WORK. IF THE CONTRACTOR DATED Fri o PROCEEDS WITH ANY WORK THAT DIFFERS WITH THE DOCUMENTS AND/OR CODES BUILDING DEPARTMENT Q U a IS DOING SO AT THEIR SOLE RISK AND EXPENSE. tJ Con w ARCHITECTURAL SYMBOL LEGEND a N Z DATE: w October 28,2020 X x = ELEVATION NUMBER J A-X - ELEVATION KEY A-X = DWG.NUMBER PROJ NO: 0 220031 GARAGE NOTES X = SECTION NUMBER HYENEERAL - SECTION KEY A-X = DWG.NUMBER 1.GARAGE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE. NOTES 2.ALL GARAGE SHALL BE GFCI PROTECTED INCLUDING THE ONE INSTALLED ON CEILING. 0 - PARTITION TYPE TAG a A. ATTACHED GARAGE - DETAIL TAG X = DETAIL NUMBER A-X = DWG.NUMBER s 1.ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND ITS ATTIC BY MEANS OF 112"GYPSUM BOARD OR EQUIVALENT 0 2-A DOOM BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM 1318"SOLID CORE OR EQUIVALENT,20-MINUTE RATED,AND EQUIPPED WITH UlV SELF CLOSING DEVICE. x � A-X x (D a OF U U C w -2° THIS HOME WILL ERECTED ON A VACANT LOT. a ALL SETBACK DISTANCES FOR EXTERIOR WALLS& w PROJECTIONS SHALL EXCEED THOSE LISTED IN 24'-0" Q TABLE R302.1(1)FOR 0-HOUR RATING. E HOME IS NOT LOCATED IN A FLOOD ZONE. V Q z 6i-0n 12-0u 6-0u L a uwi GC TO VERIFY EXACT WINDOWS 0000f0 o AND ROUGH OPENING WITH ° OWNER PRIOR TO INSTALLATION U) n E z 0 D 046 �H6 46 4-j IT r 3 •� w w GC TO VERIFY EXACT WINDOWS SECURE TO •V E Y N N ~ O 1 AND ROUGH OPENING WITH MODULAR a0 LL I OWNER PRIOR TO INSTALLATION o STRUCTURE N¢0 3 ❑ oo N w o I 'r2'02 U i W Q i ❑ 4a f0 w GARAGE HOUSE BY OTHERS U N c7 ¢ 1.0�Y O GC TO VERIFY SLAB O O -0EXACT DOORS AND ' ' ROUGH OPENING L N T WITH OWNER PRIOR WALLS CONSIST OF- TO INSTALLATION 2X6 SPF#2 STUDS @ 16"O.C. ^, ° GYPSUM BOARD ON THE INTERIOR �/ g m 1 R-21 THERMAL BATT INSULATION, Uj LL I VAPOR BARRIER TO WARM SIDE Q aMo °z z APA RATED WALL SHEATHING a o 1 INFILTRATION BARRIER TO �o COMPLY WITH ASTM D226 o ) VINYL SIDING a =i ED qR� - ) SECURE TO Gj yY RO S� T CD MODULAR SF2 00 STRUCTURE +u CI w 1-- -I x - � it w o O Y DH 046 DH3 46 GC TO VERIFY EXACT WINDOWS 0 1 AND ROUGH OPENING WITH O f OWNER PRIOR TO INSTALLATION G 6'0" 12'0" 6'-0" J m 24 GARAGE NOTES o 1 GARAGE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE Q A 2.ALL GARAGE SHALL BE GFCI PROTECTED INCLUDING THE ONE INSTALLED ON CEILING. GARAGE FLOOR PLAN 20 A. ATTACHED GARAGE - o I 1.ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND I I S ATTIC BY MEANS OF 1!2'GYPSUM BOARD OR EQUIVALENT B I��_ n 2.A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM i 318"SOLID CORE OR EQUIVALENT,20-MINUTE RATED,AND EQUIPPED WITH SCALE: a=1-0 SELF CLOSING DEVICE. COORDINATE LOCATIONS WITH OWNER,TIE INTO ELECTRICAL AS NECESSARY PER CODE ON THE MODULAR BUILDING PLANS F- z CONTINUOUS DRIP EDGE o GUTTERS AND z C DOWNSPOUTS,VERIFY C >H 20 LOCATIONS W/OWNER _Zp ° (3)2 x 10 W12' INSTALL A 2X12 LEDGER FOR DOWNSPOUTS,TYP. w Z -20 PLYWOOD TO EXISTING HOUSE m DER OVER A-, ILI HEAWINDOWS - - ----- ----_---- I J Z 1 II II = — -ma 11 — — --— -- — I I I Ld af w PERIRC TABLE J (NY) I W - It a TERS- 802.4.1(4)ROOF RAF I I �, 1 � � z 2X12 SPRUCE PINE FIR SS @OI 11 -_ ...�I i_ II I a 16"O.C. I 2x8 ROOF � Il I I RAFTERS @ 16"O.C. Li CD 4-1 W N n O�+ a 5 x 14 LVLHEADERz o y I I rH Ii I 4,2X8 2)2X10 SPF#2 u - - � Q OVER WINDOWS 2)2 14 PF S IDGE BOARD / / Q� a � I � U I �I I sPF 2 RAFTERS � 1 —1 I O � bqP� y Z 7� DG e RD 16'O.C. PROVIDE A CONTINUOUS � 3 11 ROOF RIDGE VENT - wI 1 t - O L i - �yu� STUDSPQ 16" - J w w II L -PE I SLOB LQP 'S +�JJ 2E M 1rJ' z I I I O.C. � I + � � � � I �- _-��_ r I II _ w -_._ -_-_._- -- - --_- � -f J� , DATE: o -- - ----- ' —��-'. .—�- 1 October 28,2020 'I. - „ „ CONTINUOUS DRIP j _ - -i. PROS NO: GUTTERS AND � I- I I 51" 4'216�0 51" 51" 4'-21 51" DOWNSPOUTS 2 -$ 2 2 2 LOCATIONS W/OWNER 220031 0 0FOR DOWNSPOUTS,TYP. _ w T : VERIFY EXACT WIND S DWG nr af w AND ROUGH OPENING WITH w ! 6'-0„ OWNER PRIOR TO INSTALLATION 6'_C„ GARAGE 10 ° °1 (3)2 x 10 Wl2' (3)2 x 10 WI"'PLYWOOD "24/16 APA RATED ROOF PLAN, PLYWOOD 20 HEADER OVER WINDOWS DECKING(MIN.) FRAMING HEADER OVER 20 ICE SHIELD 36"WIDE &ROOF a WINDOWS 20 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15# ROOF UNDERLAYMENT(ASTM D 226 TYPE 1),SHINGLE ROOF FRAMING PLAN DORMER FRAMING PLAN ROOF PLAN RE COMPLY WITH ASTM D 225IRO COMPLY WIND b RESISTANCE. ASPHALT SHINGLE TO COMPLY WITH N ��)S ' 2 ASTM D 7158 CLASS G OR H,OR ASTM D 3161 ° SCALE: a"=1'-0" CALE: a"=1'-0" SCALE: 4"=1'-0" A'101 x 6 01' 0 0 8 U U w F- S U K Q w F UQ_ Z Q U N N Z O U ^v\\ E r W� 3 /•�'�N b d •U Y N O�� NQ 3 (/n Q _ O \ p w _� 0 O L) 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15# ^^,,>Q o ROOF UNDERLAYMENT(ASTM D 226 TYPE 1),SHINGLE a TO COMPLY WITH ASTM D 225 IR D 1970 WIND > 0 RESISTANCE. ASPHALT SHINGLE TO COMPLY WITH Ca ASTM D 7158 CLASS G OR H,OR ASTM D 3161 (3) m 7 Y o 24/16 APA RATED ROOF O DECKING(MIN.) I1/ CONTINUOUS RIDGE VENT LL a a. (2)2X10 SPF#2 RIDGE BOARD L .ro a m SHIM AT RIDGE AS REQUIRED 1uj E uj TOP OF RIDGE BEAM U a w U z 1 ELEV.@ 1T-0a A.F.F. - o ROOF UNDERLAYMENT ASTM D 226 TYPE I,SHINGLE / 12 * f XS SPF RAFTERS IO.C. 1 a 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15 RIS@16 a TO COMPLY WITH ASTM D 225 IR D 1970 WIND VENTILATED SOFFIT RESISTANCE. ASPHALT SHINGLE TO COMPLY WITH 2 2X1 SPF SS ej� Y�Rp90 ASTM D 7158 CLASS G OR H,OR ASTM D 3161 6 �F1 R _ () (3)2X10 W/�"PLYWOOD HEADER RIDGE BOARD �P S�y� a 24/16 APA RATED ROOF COLLAR TIE Ulf �a DECKING(MIN.) NON I ABITABLE SPACE R TO COMPLY INFILTRATION WITH ASTM R IED2 6 ICE SHIELD 36"WIDE 2x PER IRC(NY)TABLE 802,41(4)ROOF RAFTERS 2X 09 ab 4 of KNEE „ KNEE 24/16 APA RATED WALL SHEATHING O 3 2X6 SUBFASCIA WALL 2X12 SPR CE PINE FIR SS @ 16 O.C, WALL VINYL SIDING F OF NE Iy ICE SHIELD 36"WIDE w PER IRC NY TABLE R802.5.12 CEILING JOIST SPANS FOR COMMON LUMBER SPECIES CEILING JOISTS-2X10 SPRUCE PINE FIR SS 12"O.C. 2X6 SUBFASCIA TOP OF PLATE ( ) (� ELEV.@ 10'-21/2"A.F.F. 2X6 SPF#2 STUDS @ 16"O.C. CONTINUOUS DRIP EDGE 112"GYP.BOARD DOUBLE 2X6 SPF#2 TOP PLATE GUTTERS AND DOWNSPOUTS,VERIFY a d' LOCATIONS W/OWNER FOR a CEIL.&WALLS(TYP.) DOWNSPOUTS,TYP. J z VENTILATED SOFFIT PROVIDE HURRICANE o F 2 TIE @ EACH RAFTER-TYP,ALL _- o ROOF RAFTERS,PROVIDE TIE PER N w MANUF.SPECIFICATIONS. N w VENTILATED SOFFIT C A v~) z 0 U N z p GYPSUM BOARD ON THE INTERIOR a w o: w w z2X6 SPF#2 STUDS @ 16"O.C. VINYL SIDING 2 X 6 WOOD STUDS @ 16'0,0, 2 X 6 w CONT.P.T.SILL R-21 THERMAL GATT INSULATION, INFILTRATION BARRIER TO PLATE W/2"DIA.X 9° VAPOR BARRIER TO WARM SIDE COMPLY WITH ASTM D226 wLONG GALV.ANCHOR "24/16 APA RATED WALL SHEATHING a BOLT AT 6'-0"O.C. 2X6 SPF#2 CONT.P.T.SILL PLATE :2 W/J"DIA.X 9"LONG GALV. z ANCHO LiR BOLT AT 6'-0"O.C. FINISHED FLOOR ELEV.@ 0'-0"A.F.F. V I� li a � M o' 0 z I A w r 0 aap n O bA a�Z .� 7 x W �z •� o� a z o w 0 o Pa N K DATE'. J October 28,2020 J_ m PROJ NO: I LLj SECTION 220031 DWC TIRE: 2f (-,-�N SECTION SCALE: 2"=1'-0" z 0 J J Q 9 DWG NO: 0 N A-2 OF 0 i a 0 U A u U W H RIDGE VENT U.- J L l L IILLI �i� - u _ _J L_L J E 11 U Q o _ I I _ w 12 ��- _. I _L._.ICI-L--L��-L-;L--L1J�,I i_I I. � i I_ ,.,. _ �Q� L� 0 � — LI.I -J L � —�1 ; -— — a)E N� i-J _1111-1i1 LL y{Q lti J_I_1 LT L 4 T. L I l_LJ Y N w Ir1�� 0 Op r � '�-IIIE�I _--_If=��IF- �- IIIIrL -ill- � I +�, �! RIDGE'JENT _ -_-' _ -__. J it r o 1 -lal� - IIII:t-L i_I;IIL i I—'I��ILL 111= I - _ '��III L I�11II ma o TOP OF RID 12 _�� -I _E a,1II�I jll IIF GE BEAM y 12 -II II _— _1 -� - >` [Y ELEV.@17-C1LL�,1--� : - LI �- �� - r -. ��-' J�iL T J_ fir— _� I-=� _JAICf) I - � FI ED3 26 :ITTI -T{ , ' FI ED3 26 L _ u �---_ 7 — ------ - -- - O E - -- --- - - - -- -- - ---- - - - -- -- --- -- - 1 iL!�ILA I'_-- LIB - - - - - -- o h TOP Of PLATE I` - �I h -- _-� -- - Ji - -- --- N w 4 @ — -- -— — — -_.. Imo_ 00 z Z II - II a EHaos D aoa J 111 LII IL_I L! I( - it--I III I l ll�l I I - o aE ® ® =L rI LLI{IIII�LL--II` II'i L ice': L - �L'-J L1_IJII a�� w _ a _ --- 11111 Ir iJApSF ul 11 t= w - _ _ a Fw1sHED FLcoR � r Y ELEv @o'o°AP.F' ACCESS TO GRADE BY OTHERS ACCESS TO GRADE BY OTHERS y� 03g es yQQ FRONT ELEVATION F p�NEB 3 BY OTHERS NOTE:ALL SHUTTERS AND WINDOW TRIM TO BE SUPPLIED&INSTALLED ON-SITE BY THE BUILDER 0 w m a z 0 z `� o J Z ELEVATION -F U o A SCALE: 1/4"=1'-0" w F z 0 U Z C W Ww I I l ' - ,-�I�) ��u I',�-.J--�I-i-�1J�1 I�l��!�,'.fly�!�I�I� z Ll a �' Jam- �� Q, rc a �Ull _ J'-11 I,I1 11 I' l! I� I IJ IJ I 1 �I 11 W 12 1 I I1LU IL11- I _ s Z �_ 1 � '1 I I I I ILILIJ 1�IJ-ILL I�1� a�111-��1 �L 1 LI J LL IJ11 -1 I ICJ J\ �I L _L 1 IL L�1L�Llul 1 - 1 1 u �I �I 1 J 1J'�i1�1 1I J u�l � ll ! CI L _I L lL�_il LEI 1 _ I L! �IUj__II ILLS - - - _ --- ILL 1LLl�L_ 1 I- _ Of oL - I �h_ _ - 1 TOP OF RIDGE BEAM U - ------- i` - RIDGE VENT , O+�+ LIL u` - -- TOP DF RIDGE BEAM II Q L r ^E ELEV @17'-0}"AF.F. 1 J r -= -I -- ELEV.@ 17.-0�..A.F.F. V 1 a _ l I �IJ.IIII I � III 1 1 I I I - - IT L aQ� a)Z v - - - - _- - - _I� - - - _ -- I �._� III I I 1 I •�•/��'� w _- --- TOP OF PLATE III - � --L J- a L h z t�J 1 � ELEV.@ 1D-21l2 A.F.F, ELEV.@P ti 2F112'A.F.F. -- ----- ---��---------- — lL-1 1II T — — Z - I� T DATE: i I Haos a aaa October 2$,2020 - - - - L.F --I-iIIIF- f w I -- L——LLL L J 1, PRG No: 2' p 220031 > -- - ----- ---�� 1 DWG TITLEOf LJ -r E EISH@DCFDLOORF - -_� FINISHED FLOOR ELEVATIONS LEFT ELEVATION - _ BY OTHERS BY OTHERS = �� = ELEv @ o'-o°AF F. T YD fRS O 8'0^VJ X 7'0'H GARAGE DOOR -- J COORDINATE ROUGH OPENING WI DOOR MANUFACTURER DWG NO: m ELEVATION ELEVATION B c A-A SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" CD 0 01�' 0 U NO 11 �N-o �� ' `7- �,: O �70 ; D �o 76) n =rn p 3NOJ 1 r 0 D 7u �. 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